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Article

Scenario-Based Comprehensive Assessment for Community Resilience Adapted to Fire Following an Earthquake, Implementing the Analytic Network Process and Preference Ranking Organization Method for Enriched Evaluation II Techniques

1
School of Civil Engineering, Central South University, Changsha 410075, China
2
School of Engineering Management, Hunan University of Finance and Economics, Changsha 410205, China
*
Author to whom correspondence should be addressed.
Buildings 2021, 11(11), 523; https://doi.org/10.3390/buildings11110523
Submission received: 8 October 2021 / Revised: 5 November 2021 / Accepted: 6 November 2021 / Published: 7 November 2021
(This article belongs to the Collection Buildings, Infrastructure and SDGs 2030)

Abstract

:
Natural hazards bring significant influences on and socioeconomic loss to cities and communities. Historic events show that fire following earthquake (FFE) is the most influential uncertain disturbance on the urban infrastructure system. Under the FFE scenario, the concept of resilience is widely implemented to make up the shortcomings derived from the traditional disaster management methodology. Resilient cities and communities are required to improve the systemic performance in responding to the FFE. To fulfill these goals, measuring community resilience is an essential work for municipal policy makers. Therefore, this study conducted a comprehensive assessment on community resilience adapted to the FFE scenario. The systematic literature review (SLR) was employed to identify the indicators, and the analytic network process (ANP) technique was implemented to determine their weights. 20 indicators were extracted, and 4 communities that encountered FFE in China were selected for the empirical analysis. Thereafter, the preference ranking organization method for enriched evaluation (PROMETHEE) II technique was selected through using the multicriteria decision analysis (MCDA) methods selection framework to fulfill the comprehensive assessment. The results were discussed and demonstrated with graphical analysis for interactive aid (GAIA) technique. The findings revealed that the G Community won the highest score and had the strongest performance. However, H Community had the lowest score and the weakest performance. The proposed comprehensive methods could benefit the decision-makers and the policy executors achieving the community resilience adapted to the FFE scenario by improving the effective indicators.

1. Introduction

In the past decades, sustainable development goals in multiple domains have been proposed to address the changing and deteriorating environment for the survival and development of human beings [1,2,3,4,5]. However, as the carrier which could provide basic living services for human development, the cities are facing a series of challenges where natural hazards have the greatest influence and the most serious social and economic losses [6,7].
To settle this issue, improving the system performance of the cities when these natural hazards occur has drawn a climbing degree of attention [8,9,10,11]. There are a lot of research scholars and participants realize that the sustainable development goals of cities should be embedded into the concept of resilience [12,13,14,15]. Hence, exploring the performance of the communities, which are the essential unit of the cities, after disasters and measuring the capability of the communities when adapting to the disasters is vitally significant and imperative [16,17,18]. Achieving resilient cities and communities will benefit the sustainable development of the cities in the aspects of society, economy, and environment [19,20].
Among the uncertain disturbances, earthquakes are the most destructive and influential disaster for the infrastructure in the city and community. A resilient community in an earthquake-prone area should be able to withstand a major earthquake event and recover quickly from the event such that the functionality of the community is restored within a reasonable time framework [20,21]. In the process of planning and designing resilient communities, it is necessary to consider potential cascading events that could follow the initial earthquake. Historic events show that fire ignitions may follow an earthquake, causing further damage to a system that has already suffered a shock [22,23,24,25,26,27]. Fire following earthquake (FFE) will bring huge social and economic losses to the urban system [28,29].
To tackle this issue, the concept of “resilience” is highlighted for its significant advantages compared with the traditional hazard management methodology. A large number of historical empirical data provide evidence that a resilient community is more likely to be less influenced than non-resilient communities and to recover from the disaster more rapidly when encountering the disturbances at the same level. In the past decade, community resilience has drawn increasing attention worldwide. Achieving resilience has become a crucial goal for the planning and managing the infrastructure construction, the community, and the city.
Hence, to actualize resilient communities, it is imperative to improve the capacity of the communities to adapt to FFE. During this process, measuring and assessing community resilience is essential work for researchers and policy makers. In spite of the large body of prior studies that have made some progress related to measuring the resilience of cities and urban communities, there are very limited scholars who pay attention to the comprehensive assessment indicators on community resilience under a fire post-earthquake scenario. Therefore, this study aims to investigate the indicators and propose effective evaluation methods to help the decision-makers and policy-producers to improve perception in constructing sustainable cities.

2. Literature Review

Prior studies have made great progress on the concept of hazard. For example, a large body of literature took hazards as various negative social consequences caused by external emergencies where the hazard source is natural, objective, and external, and the “relational chain” between the hazard source and the social result is discontinuous, interrupted, and static [30,31,32,33]. From the sociological perspective, Kendra et al. [34] defined a hazard as: “an event with time-space characteristics that causes threats and substantial losses to society or other branches of society, resulting in social structural disorder and interruption of the function of the basic survival support system of social members”. Fuchs et al. [35,36,37] argued that hazard is functional or event-oriented. That is, a hazard can be regarded as an external, sudden, and instantaneous event that has a negative impact on society as a whole within a specific time and space. Similarly, Birkmann et al. [38] defined a hazard as an event that causes social chaos and material damage. Mazzorana et al. [39] used exceptions and breaks through conventions to describe the relationship between hazards and social order, believing that “hazards are the destruction of social conventions”. Kappes et al. [40] believed that the criteria for defining hazards could be measured by whether society needs long-term recovery. Navarro et al. [41] believed that the hazard event first brings death or loss and then causes secondary social, political, and economic impacts. Janizadeh et al. [42] believed that sociology should study social changes in hazardous situations. Moreover, other geophysicists pay more attention to natural phenomena, such as earthquakes, tornadoes, and floods. The failure of the social, cultural system has caused the vulnerability of members of society in the face of external and internal threats. Based on this, Monge et al. [43] defined a hazard as “the result of the interaction between vulnerable people and extreme natural events”. Berlemann et al. [44] emphasized: “a hazard can no longer be regarded as an emergency. The occurrence of a hazard is actually a manifestation of human vulnerability to environmental threats and extreme events”. Kendra et al. [34] believed that hazards could not only be regarded as static events but also a dynamic social result. Therefore, the occurrence of hazards is not only a consequence of extreme events but also a result of vulnerability. Stritih et al. [45] regarded hazards as a kind of collective pressure and believed that most research on hazards focused on the “community level”, and those hazard events should be classified and dealt with. It can be seen that the research on hazards has shifted from result-oriented hazard cognition to the investigation of hazard social factors from the perspective of the whole process, which has led to the rise in community hazard-related research based on the concepts of vulnerability and resilience.
For the infrastructure system of a city, when the degree of danger and destructive power from the hazards exceed the capacity of the urban infrastructure system, the hazard will develop into a disaster [46]. Earthquakes are often the most serious of the above hazards and are often without warning [47,48]. The level of earthquakes is generally divided into 12, from ultra-micro earthquakes to huge earthquakes [49]. Earthquake disasters can be divided into direct disasters and secondary disasters according to the degree of relevance and derivation of their impact on nature and society [50]. Direct disasters are ground vibrations and cracks [51,52,53,54]. There are three main manifestations of damage caused by rupture: First, the direct damage to buildings and engineering facilities, which is also an important cause of the loss of life and property [55,56]. The second is ground surface damage. Strong vibration will directly affect the ground surface, such as ground cracks, landslides, sand liquefaction, and ground subsidence [57,58,59]. The third is the tsunami caused by the disturbance of the water body caused by vibration. The secondary disasters of earthquakes are various catastrophic events caused by earthquake disasters, such as fires, mudslides, toxic gas leaks, plagues, etc. [60,61,62]. These disasters are often affected by economic and social conditions, and to a large extent, they will be more severe than direct disasters toward impact and loss [11,63,64]. In addition, with the development of the economy and society, the so-called “third disaster”, such as the paralysis of information and communication, the loss of data and information, and the destruction of network systems, has also become an important aspect of earthquake disasters [65].
A resilient community in an earthquake-prone area should be able to withstand a major earthquake event and recover quickly from the event such that the functionality of the community is restored within a reasonable time frame [66]. Compared with the impacts exerted on the community by the earthquake, the events chain during the post-earthquake phase will bring a greater cascading effect. Historic events show that fire ignitions may follow the earthquake, causing further damage to a system that has already suffered a shock. Fire following the earthquake will bring huge social and economic losses to the urban system. When a fire following the earthquake breaks out in an urban community, residents and other people in the community may suffer burns, scalds, suffocation, jump off buildings, and other hazards [13,67]. High temperature and burning cause damage to buildings, structures, and infrastructure and cause losses to residents’ properties and other community assets. The dense smoke produced by the fire affects the appearance of the building and causes environmental pollution [68,69,70]. In addition, the use of fire extinguishers, fire sprinklers, and firetruck fire extinguishing equipment will cause secondary damage to buildings and residents’ properties [71]. Finally, news and media reports will reduce the brand, function, and cultural effects of the community. Old communities or poorly managed communities often have problems, such as the occupation of fire lanes, insufficient or ineffective firefighting facilities, and lack of safety education among residents, which further worsens the impact of fires.
Hence, considering the community resilience for the urban infrastructure in a fire following earthquake scenario is imperative and crucial [72,73,74,75,76]. In the past decades, prior studies have investigated community resilience from different perspectives. For instance, Tan [77] proposed an assessment method to measure community resilience by investigating policy factors. The study put forward that the current research lacks empirical validation and historic data toward proposed resilience assessment tools. Based on the risk perspective, Ji et al. [30] proposed the evaluation and decision-making plan of the reliability and stability of urban infrastructure. Their findings revealed that the distribution and intensity of risk greatly affect the anti-risk planning of the city’s administrative area, thereby changing the resilience of the community. Moreover, other scholars, including Abdelhady et al. [78], Wang et al. [79], Her et al. [80], Gholizadeh [81], Nofal [82], Baca et al. [83], Chen and Ji [84], etc., conducted some regional studies using a small sample analysis method. Additionally, studies of resilience for different types of urban infrastructure in communities were implemented in a large body of literatures. For instance, the power distribution infrastructure systems by Kim et al. [85]. More prior studies focused on regional research of community resilience [86,87]. However, there is lack of a set of systematic indicator systems for assessing the community resilience. Hence, this study aims to make a comprehensive assessment on community post hazard-adapting resilience under the scenario of fire following earthquake.
The objectives of this study were as follows: (1) investigating indicators of community post-hazard-adapting resilience under fire post-earthquake scenario, (2) determining the weights of the indicators using ANP, (3) establishing the assessment model and selecting the studies community samples, (4) comparing and analyzing the assessment results.
The organization of the paper and the logic framework are as follows. Section 3 raises the methodology of this study. Section 4 implements the proposed methods through the empirical analysis of four communities in China, Section 5 lists the results and conducts the discussion, and Section 6 makes the conclusions.

3. Research Methodology

3.1. Design of the Empirical Analysis

Empirical analysis is a widely implemented method in a larger number of articles related to comprehensive assessment (e.g., He and Chen [88,89], Moghayedi et al. [90], Dang et al. [91], Olawumi and Chan [92], Yu et al. [93], etc.). The processes of empirical analysis include two parts. The first part is to conduct a semi-structured interview with the people in key roles in a community. The design of the semi-structured interview is to determine the final indicators after the first round of identification. The second part is to carry out the investigation adapting a scoring scale and to determine the weight of each indicator.

3.2. Identification of the Indicators on Community Resilience Adapted to FFE Using SLR

Due to the lack of identifying the key concepts of community resilience, research perspectives and dimensions, evaluation indicators and influencing factors, and then mixing them together, many previous studies have resulted in a number of negative effects for follow-up research. Therefore, this study used a systematic literature review (SLR) to extract the initial indicators on community resilience adapted to FFE. SLR is a method of scientifically summarizing and collating texts by avoiding errors in selecting the literature and reducing the subjective factors. We used “community”, “resilience/resilient”, “fire following earthquake”, “urban/city” as the keywords to be searched in the databases of Web of Science, Scopus, and Google Scholar, and verified the content of the obtained articles in the search results. In addition, the search scope was limited to titles, abstracts, and keywords. The language of the articles was limited to English. The article source was limited to peer-review journals. The publication time was set between 2011 and 2021.
After the search processing, the screening process is another crucial step in completing the SLR. Hence, we conducted screening strategies to fulfill the task. The screening strategies included:
  • Duplicated screening. As an article may belong to multiple databases (for example, articles published by Elsevier may be indexed by Google Scholar), the elimination process needed to be repeated to ensure that there were no duplicate articles in the results.
  • Title filtering. We carried out the title screening process by reviewing the titles to filter these articles that were obviously not related to the assessment indicators of community resilience adapted to FFE.
  • Abstract filtering. Implementing abstract filtering was to check whether the detailed objectives and conclusions of the selected literature were related to the SLR strategies. It was necessary to obtain related information from the abstract and delete the articles which did not include the related contents about community resilience adapted to FFE.
  • Full-text filtering. In this step, we downloaded and read the full text to ensure the availability of articles that met the above screening strategies.
  • Reference filtering. Reference filtering was used to collect the missing articles from the references cited in the above-selected articles, which can provide the supplements.
The flowchart of using SLR is presented in Figure 1. Through SLR analysis, the initial indicators set are obtained and presented in Table 1.

3.3. Calculating the Weights of Indicators Using ANP

The analytic network process method [153] is developed to a non-independent hierarchical structure and can more accurately describe the relationships between each element. In the ANP network structure, indicators and their sets can influence and depend on each other [154,155]. Using the ANP method, not only can the comprehensive weight of the element to the target be obtained, but also the degree of mutual influence between the elements can be calculated [156,157]. Using the ANP method, the indicators system to be studied was divided into two parts, namely the control layer and the network layer. The control layer included goals and decision-making criteria. All decision-making criteria were independent of each other and were only governed by target indicators. The weight calculation method of the criteria and sub-criteria in the control layer was the same as the AHP method [158,159,160,161], which can be obtained by traditional means. The network layer is a network structure that affects each other internally, and the indicators in this layer are dominated by the control layer.

3.4. MCDA Method Selection

Due to the complexity of different dimensions for the assessment indicators, the decision-makers require effective and systematic methods to fulfill the decision-making process. On this basis, the MCDA methods are widely applied when tackling issues with a multitude of conflicting objectives. In response to these needs, many solutions dedicated to selected areas, as well as general-purpose methods, have been developed. The evaluation methods are crucial to implementing the conducted evaluation index system. MCDA is designed to provide schemes among limited alternatives for decision-makers from the aspects of actions, goals, solutions, or candidates [162,163,164]. As measuring the community resilience adaptability to a FFE scenario is a multiple criterion assessment process, the options for the methodology were from the set of MCDA methods considering attributes, characteristics, or goals. The most widely used MCDA includes techniques for order of preference by similarity to ideal solution (TOPSIS) [165], complex proportional assessment (COPRAS), multicriteria optimization and compromise solutions (VIKOR) [166], and preference ranking organization method with rich evaluation content (PROMETHEE), superiority and inferiority ranking (SIR) [167], analytic hierarchy process (AHP), goal programming (GP), ELECTRE I, II, III, IV, IS, TRI [168,169], etc.
The most significant objective of MCDA methods is to help a decision-maker in selecting the most preferable element from a set of possible alternatives. Subjectivity which characterizes the importance of each criterion, impacts the practical result of the assessment. Most decision-makers have a preference where they regard a group of indicators as typically more important than others [170,171,172]. Moreover, the type of data that could bring uncertainty also has a substantial influence on the subjectivity of assessment. On this basis, a series of influences factors determine the advantages or shortcomings in applying these MCDA methods. For instance, the topic, the complexity of the proposed problems, the users’ preferences and adapted evaluation criteria, the form and validation of data, researchers’ requirements for sensitivity, and the availability of implementations are the most critical consideration for choosing the MCDA methods [173,174,175].
Prior studies have pointed out that different MCDA methods can present conflicting results in comparison research. For instance, Li et al. [176] developed a generalized framework to help decision-makers to select a suitable MCDA method and software. Kolios et al. [177] carried out a comparative study among a set of widely-applied MCDA methods to determine the best choice from the alternatives. Their findings revealed that more complicated methods, such as TOPSIS and PROMETHEE, have better performance when choosing the best decision-making alternative. Sałabun et al. [178] identified and selected a set of MCDA methods and benchmarked them by using different weighing methods and implementing various approaches in dealing with the problem of initial data normalization. Wątróbski et al. [179] developed a framework for determining suitable MCDA methods according to the characteristics of the studied decision problem. A practical tool has been put forward to help decision-makers to select the rational MCDA methods under a given decision-making situation. The MCDA method selection tool is based on the web platform (www.mcda.it (accessed on 14 August 2021)) and requires the users to select the abilities of the MCDA method according to the particular decision problem.
Hence, in the present study, we used the MCDA method selection tool to determine the suitable MCDA method tailored to the decision problem. The tool provides 9 options for selecting the required abilities from a set of 56 MCDA methods where some general descriptors for the properties of the decision-making problem are provided. For instance, the descriptors for the alternative type of weights are qualitative, quantitative, and relative. Some descriptors provide the alternatives for the type of variants’ ranking, including partial ranking and complete ranking. Other descriptors provide the alternatives for the topic of the decision-making problem, including choice, classification, ranking and choice, classification and choice, etc. The matching subset will be presented when each option has been determined. During this selecting process, the quantified weights of criteria, the quantified scale, the preference uncertainty, the topic of ranking and choice, and the complete rank are served as the main significant abilities which the MCDA method needs in the presented study. As a result, the PROMETHEE II method was recommended for this study using the MCDA method selection tool.

3.5. Obtaining the Ranking of Community Resilience Implementing PROMETHEE II Method

The PROMETHEE was developed by Brans et al. (1986) [180]. The PROMETHEE uses a set of evaluation criteria (i.e., priority functions) to describe the priority of a limited number of alternatives (individuals) in attributes and ranks the pros and cons of each scheme according to the size of the gap between the attribute values of each scheme. Compared with other MCDA methods, the PROMETHEE method has become one of the most commonly used decision-making methods in solving multi-attribute decision-making problems due to its simple and clear execution process and easy understanding by decision-makers. PROMETHEE offers unique advantages of compensating for other MCDA methods due to its simple and clear execution process and ease of being understood by decision-makers in solving multi-attribute decision-making problems [181,182,183,184,185]. The ranking methods of the PROMETHEE series include PROMETHEE I-VI, PROMETHEE Group Decision Support System (GDSS), PROMETHEE GAIA, PROMETHEE TRI, and PROMETHEE CLUSTER. Based on specific mathematical attributes and applications, each of the above-mentioned PROMETHEE methods can be considered as a dedicated evaluation tool for a certain type of decision-making problem. In this study, the PROMETHEE II method [186] was employed to obtain a complete ranking of alternatives. In PROMETHEE II methods, through dealing with the input and output preference flows, the values of net preference flow for individual variants were calculated. Thereafter, a complete ranking of variants could be obtained.
There were 4 steps in conducting the comprehensive assessment on community resilience adapted to FFE:
  • Establishing the set of indicators, namely a set of various factors that affect the object of assessment. In this study, the set of indicators are interpreted as E = { E 1 , E 2 , E 3 , ... , E n } ;
  • Determining the evaluation criteria. The evaluation criteria are a set of collections that describe the expert or community leader’s evaluation of various community resilience adapted to FFE. In this study, the set of indicators are interpreted as C = { C 1 , C 2 , C 3 , ... , C n } ;
  • Selecting the studied hazard scenario. Due to the different influences of the negative impacts caused by different hazard scenarios in a community, the types and levels of hazards should be limited when evaluating and comparing the relative resilience to hazards of a group of communities. Based on the multi-scenario model comparison function provided by Visual PROMETHEE software, select a single hazard (fire following earthquake) and evaluate the resilience of communities;
  • Result analysis. Based on the PROMETHEE II module of Visual PROMETHEE software, each indicator is used to decide the ranking of the community resilience adapted to FFE, and then the comprehensive priority level value and ranking can be obtained to determine the absolute value.

4. Empirical Analysis

4.1. Background of the Selected Samples

The selected four communities are located in the southwest region of Yuxi City of Yunnan province in China. As earthquake-prone areas, the four communities experienced an earthquake with Magnitude 5.0 on 13 August 2018. According to the post-disaster statistics of the Yunnan Provincial Earthquake Prevention and Mitigation Bureau, post-earthquake fires were the disaster that had the greatest impact on these communities. The basic information of them is demonstrated as follows.
Gaolongtan community (referred to hereafter as G Community) was established in 2003, starting from Damiao mountain in the east to Dongfeng Road in the west, GCLP village in the south, and Xingyun road in the north. It encompasses a total of 2960 households, with a land area of 1.48 square kilometers and a total population of 9730 residents.
Jinxiu community (referred to hereafter as J Community) was established in April 2011, and it is a community under the jurisdiction of Gucheng Street in Yuxi City of Yunnan Province. The community is located on Chongwen Road, west to the center of Naxi River, from the Bell Tower of Minzu Square in the south to the center of Pingdian River in the north, with an area of 5.8 square kilometers. The total number of households in the community is 2354, and the total population of J Community is 14,000, where the floating population is more than 10,000.
Ruixin community (referred to hereafter as R Community) was established in 2014, and it encompasses a total of 3400 households, with a land area of 1.96 square kilometers and a total population of 6330 residents.
Hutian Community (referred to hereafter as H Community) is located in the south of Fenghuang Road, Hongta District of Yuxi City in Yunnan Province. It was established in May 2003, starting from Fuxian Road in the east and neighboring Xingyun in the south. The total area of the community is 0.809 square kilometers, and there are 34 community units. The total number of households in H Community is 4940, and the population is 15,000.

4.2. Data and Standardized Interview Adapting Scoring Scale

We designed the standardized interview adapting scoring scale. Sixty-three interviewees who experienced the earthquake in G, J, R, H Communities were invited from the stakeholders of these Community. These interviewees include staff in street offices, committee leaders of the residents in the community, property service center supervisors, and some representatives for residents. The profile of the responders is listed in Table 2.

4.3. Determining the Weights of the Indicators Using ANP

In the process of ANP, the interrelationship between each indicator (Ci) formed an influential network where the nodes are dependent and interact. Hence, in order to determine the weight of each indicator, we needed to make a pairwise comparison between each node of the network. The index scale judgment rules are presented in Table 3.
Using the judgment rules, we designed a questionnaire to conduct interviews and a data collection process with 10 experts in the research field and 11 representatives from the four selected communities. They were required to make a comparison between each indicator using the rules proposed in Table 3 and to finish the questionnaire. Thereafter, we collected the results of the questionnaire and input the results into ANP analysis platform. The final relationship network is presented in the form of a matrix in Table 4.
By applying the ANP analysis platform, the final weights of the indicators of community resilience adapted to FFE were generated and presented in Table 5.

4.4. Comprehensive Assessment on the Community Resilience Adapted to FFE

We designed and applied Liszt’s five-level scale for each item of the questionnaire. Respondents need to assess the resilience of G, J, R, H communities on a scale of “1–5” values toward fire following the earthquake in August 2018. The rating results are listed in Table 6.
After obtaining the outputs in Table 3, we calculated the community post-hazard-adapting resilience toward fire following earthquake using PROMETHEE software. The net flow ranking chart of the four communities for post-hazard-adapting resilience is displayed in Figure 2. The scoring maps of G, J, R, and H communities for resilience adapted to FFE are presented in Figure 3, Figure 4, Figure 5 and Figure 6, respectively.

5. Results and Discussion

5.1. Results Analysis

(1)
Graphical analysis for interactive aid on assessment results
The results of assessment for community post-hazard-adapting resilience toward fire following earthquake could be analyzed by the Graphical Analysis for Interactive Aid (GAIA), an auxiliary analysis tool provided by PROMETHEE. GAIA provides three-dimensional spatial analysis diagrams based on different dimensional perspectives, including U-V, U-W, and W-V coordinate systems. Taking the U-V coordinate systems as an example, the GAIA analysis diagram is presented in Figure 6.
In the U-V coordinate systems of GAIA, 79% of the information in the three-dimensional spatial analysis diagrams could be demonstrated in the map. The red line represents the decision axis. The longer the length of the decision axis, the more information expressed on the plane, and the more accurate the decision. When a certain decision criterion is the same or similar to the direction of the decision axis, it means that the criterion meets the current evaluation standard. If the decision-maker believes that the current result is not what they expected, they should consider adjusting the weight of other evaluation criteria. Therefore, in Figure 7, when the indicators C16, C17, and C14 were determined to be the assessment criteria, G and R communities were considered to be the mean objectives for the decision making. Similar discussions could be made on U-V coordinate systems of GAIA (Figure 7), W-U coordinate systems of GAIA (Figure 8) and V-W coordinate systems of GAIA (Figure 9), accordingly.
(2)
Net traffic ranking analysis of the four communities for assessment results.
Through implementing net traffic ranking analysis (Figure 2), the net traffic of the four communities after experiencing the earthquake with Magnitude 5.0 on 13 August 2018, could be obtained. The post-hazard-adapting resilience of the four communities under a fire following earthquake scenario was also ranked. The reference interval of the community resilience adapted to FFE was from −1 to 1, and the rank of the post-hazard-adapting resilience of four communities could be determined.
The findings of net traffic ranking analysis (Figure 2) revealed that the post-hazard-adapting resilience of G Community arrived at 0.412, which is the highest among the four communities. The performance of the G Community was excellent. Meanwhile, the post-hazard-adapting resilience of R Community arrived at 0.0906, which was the second highest among the four communities. However, the post-hazard-adapting resilience of J Community reached−0.0951, which means that its outflow was greater than inflow. Moreover, the post-hazard-adapting resilience of H Community was −0.4075, namely, the performance of H Community was the worst of the others.
(3)
Comparison analysis on post-hazard-adapting resilience indicators
First, Figure 2 reveals the changes in the net flow of each community post-hazard-adapting resilience indicator after experiencing fire following earthquake in the G community. It could be drawn that C1 (safety and health of residents) and C14 (firefighting systems) were not affected by the disaster. Both indicators can maintain their functionalities after fire following earthquake. The stability of the firefighting systems is vital for the suppression and mitigation of fire following earthquake.
C3, C6, C9-C13, C16-C20 arrived at a positive net flow of community post-hazard-adapting resilience after fire following earthquake. That means these indicators have achieved better performance by systematic self-organizing and changing in a resilient community. Furthermore, C9 (anti-seismic and fire-proof design of buildings), C12 (transportation systems), C13 (security systems), C16 (water supply systems), C17 (electricity supply systems), C18 (active fire control systems), and C20 (waste treatment systems), which belong to the group of urban infrastructures, had the highest positive net flow among all the indicators. It could be drawn that G community has a strong degree of infrastructure resilience.
However, C2, C4, C5, C7, C8, and C15 arrived at a negative net flow of community post-hazard-adapting resilience after fire following earthquake. Especially, C2 (participation rate of stakeholders), C5 (response time of the community), C7 (emergency management capabilities), and C8 (resource reserve) had the highest negative net flow among all the indicators. More extensive efforts should be exerted to improve these indicators to achieve a resilient community.
Second, Figure 3 reveals the changes in the net flow of each community post-hazard-adapting resilience indicator after experiencing fire following earthquake in the J community. It could be drawn that C1 (safety and health of residents), C14 (firefighting systems), C17 (electricity supply systems), and C18 (active fire control systems) were not affected by fire following earthquake. All four indicators can maintain their functionalities after fire following earthquake. Moreover, the functionalities of C14 (firefighting systems) and C18 (active fire control systems) are vital for the suppression and mitigation of fire following earthquake.
C2, C5, C8, C11, C15, and C16 arrived at a positive net flow of community post-hazard-adapting resilience after fire following earthquake. Furthermore, C5 (response time of the community) had the highest positive net flow among all the indicators. However, C3, C4, C6, C7, C9, C10, C12, C13, C19, and C20 arrived at the negative net flow of community post-hazard-adapting resilience after fire following earthquake. Especially, C4 (chaos following an earthquake) and C13 (security systems) had the highest negative net flow among all the indicators. More extensive efforts should be exerted to improve these indicators to achieve a resilient community.
Third, Figure 4 reveals the changes in the net flow of each community post-hazard-adapting resilience indicator after experiencing fire following earthquake in the R community. It could be drawn that C14 (firefighting systems) and C17 (electricity supply systems) were not affected by fire following earthquake. Both indicators could maintain their functionalities after experiencing fire following earthquake. The stability of the firefighting systems and electricity supply systems are vital for the suppression and mitigation of fire following earthquake.
C1-C4, C7-C9, C15, and C20 arrived at a positive net flow of community post-hazard-adapting resilience after fire following earthquake. Furthermore, C1 (safety and health of residents), C2 (participation rate of stakeholders), and C7 (emergency management capabilities) had the highest positive net flow among all the indicators. However, C5, C6, C10-C13, C16, C18, and C19 arrived at a negative net flow of community post-hazard-adapting resilience after fire following earthquake. Especially, C6 (external support), C18 (active fire control systems), and C19 (sewage systems) had the highest negative net flow among all the indicators. More extensive efforts should be exerted to improve these indicators to achieve a resilient community.
Forth, Figure 5 reveals the changes in the net flow of each community post-hazard-adapting resilience indicator after experiencing fire following earthquake in the H community. It could be drawn that C14 (firefighting systems) and C18 (active fire control systems) were not affected by fire following earthquake. Both indicators could maintain their functionalities after experiencing fire following earthquake. The stability of the firefighting systems and electricity supply systems are vital for the suppression and mitigation of fire following earthquake.
C4-C7, C10, C13, and C19 arrived at a positive net flow of community post-hazard-adapting resilience after fire following earthquake. Furthermore, C19 (sewage systems) had the highest positive net flow among all the indicators. However, C1-C3, C8, C9, C11, C12, C15-C17, and C20 arrived at a negative net flow of community post-hazard-adapting resilience after fire following earthquake. Especially, C1 (safety and health of residents), C9 (anti-seismic and fire-proof design of buildings), C15 (gas supply systems), C16 (water supply systems), C17 (electricity supply systems), and C20 (waste treatment systems) had the highest negative net flow among all the indicators. More extensive efforts should be exerted to improve these indicators to achieve a resilient community.

5.2. Disscussion

To make a comprehensive comparison of the performance of the four samples, the G community had an excellent performance on the categories of “design and financial support” and “the function of urban infrastructure”. That means a lot of resources have been invested in community infrastructure systems and resilience support systems by the community manager. However, due to the poor performance of the G community in the category of “management and resource”, greater benefits could be yielded if intensive care was exerted to these weak indicators. When considering the limitation of resources in a community, the community managers should allocate resources from the categories of “design and financial support” and “the function of urban infrastructure” to the “management and resource” to achieve resource optimization and improve community resilience.
The whole community resilience performance of the J community was poor. There were 6 positive scores and 10 negative for the J community. “Response time of the firefighters” was the indicator that had the highest score in the six positive scores. However, the indicators of “earthquake and fire prevention knowledge”, “chaos following an earthquake”, “emergency management capabilities”, “finances of the community”, and “security systems” had evidently poor performance, with most of them belonging to the category of “management and resource”. Limited resources were allocated to the category of “management and resource” and weak strategies were implemented by policy-makers in J community.
The R community had an excellent performance in the category of “management and resource”. However, it presented low scores in the categories of “design and financial support” and “the function of urban infrastructure”. A lot of investment in the R community was used to build resilient organizations and connections, but the construction of physical systems, such as infrastructure construction, was very weak. Planning and strategies for the achieving of a resilient community should be adjusted accordingly.
Though the H community won the highest score for the indicators of “sewage systems”, it had weak performance in all three categories. The resilience performance of the H community determined that it would be a very unstable system when a disaster occurs. Extensive resilience enhancement strategies should be applied to improve the disaster prevention and mitigation capabilities of the community.
The final comparison results on a comprehensive assessment of relative scores are demonstrated in Table 7. It can be drawn from the comprehensive assessment of relative scores of the four communities toward three different criteria tiers that the G Community won the highest score and had the strongest performance in the groups of design and financial support and the function of urban infrastructure, respectively. Meanwhile, the R Community won the highest score in the group of management and resource. However, H Community had the lowest score according to the result of the comprehensive assessment.

6. Conclusions

At present, sustainable development goals in multi-domain have drawn great attention in response to handling the changing and deteriorating environment for the survival and development of human beings. A resilient city and community are required when facing natural hazards, which could bring huge losses and damage to human society. Historical events have shown that FFE is the most influential one. Hence, this study conducted a comprehensive assessment on community post-hazard-adapting resilience under a fire post-earthquake scenario.
In this study, 20 indicators on community resilience adapted to FFE were identified using SLR. Thereafter, the weights of the indicators were determined using ANP. Four communities in Yuxi City of Yunnan province in China were selected to fulfill the empirical analysis. The PROMETHEE II technique was employed to make a multicriteria assessment. The results of the assessment were demonstrated in the form of a net flow ranking chart. Additionally, graphical analysis for interactive aid on assessment results was implemented. The findings showed that the indicators on community post-hazard-adapting resilience were significantly changed after FFE. The resilience assessment results of the G community indicated that policy and strategy preferences should be imposed to reinforce the indicators in the category of “management and resource” by municipal decision-makers. Because of the poor community resilience performance of the whole J community, extensive efforts should be exerted to the negative indictors in the three categories by municipal decision-makers. The resilience assessment results of the R community revealed that the policy and strategy preferences of municipal decision-makers should be adjusted to improve the physical infrastructure construction and economic and social environment. As an unstable system for the H community, extensive resilience enhancement strategies should be carried out to improve the community resilience of all aspects.
Final comparison results on the comprehensive assessment of relative scores revealed that the G Community won the highest score and had the strongest performance. However, H Community had the lowest score according to the result of the comprehensive assessment.
A few limitations should be acknowledged. The primary findings were based on the investigation of earthquake-prone areas. Due to low earthquake risk in many locations, the proposed indicators on community resilience under a FFE scenario should be adjusted to adapt to the most influential risks locally [187,188]. However, as the assessment techniques implemented in this study is simple and valid, it could be applied to assess more disaster scenarios. It will benefit the policy-makers and make some useful suggestion in the process of achieving the sustainable development goals.

Author Contributions

Conceptualization, Z.H. and H.C.; methodology, Z.H., Q.Q. and T.W.; software, H.Y.; validation, Z.H., H.C. and Q.Q.; formal analysis, H.Y. and T.W.; investigation, Q.Q. and H.C.; resources, Z.H.; data curation, Z.H.; writing—original draft preparation, Z.H.; writing—review and editing, H.C.; visualization, Y.Y. and Q.Q.; supervision, H.C.; project administration, H.C.; funding acquisition, H.C. All authors have read and agreed to the published version of the manuscript.

Funding

This research was funded by Natural Science Foundation of Hunan Province, grant number [2021JJ30861]. The APC was funded by National Natural Science Foundation of China, grant number [71273283].

Conflicts of Interest

The authors declare no conflict of interest.

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Figure 1. Flowchart of the systematic literature review.
Figure 1. Flowchart of the systematic literature review.
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Figure 2. Net flow ranking chart of the four communities for resilience adapted to FFE.
Figure 2. Net flow ranking chart of the four communities for resilience adapted to FFE.
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Figure 3. Scoring map of G community for resilience adapted to FFE.
Figure 3. Scoring map of G community for resilience adapted to FFE.
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Figure 4. Scoring map of J community for resilience adapted to FFE.
Figure 4. Scoring map of J community for resilience adapted to FFE.
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Figure 5. Scoring map of R community for resilience adapted to FFE.
Figure 5. Scoring map of R community for resilience adapted to FFE.
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Figure 6. Scoring map of H community for resilience adapted to FFE.
Figure 6. Scoring map of H community for resilience adapted to FFE.
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Figure 7. Graphical analysis for interactive aid with U-V coordinate systems.
Figure 7. Graphical analysis for interactive aid with U-V coordinate systems.
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Figure 8. Graphical analysis for interactive aid with W-U coordinate systems.
Figure 8. Graphical analysis for interactive aid with W-U coordinate systems.
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Figure 9. Graphical analysis for interactive aid with V-W coordinate systems.
Figure 9. Graphical analysis for interactive aid with V-W coordinate systems.
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Table 1. Indicators on community resilience adapted to FFE.
Table 1. Indicators on community resilience adapted to FFE.
Number IndicatorsCriteria TierSource of Data
C1Safety and health of residentsManagement and resource[94,95,96]
C2Participation rate of stakeholders[94,97]
C3Earthquake and fire prevention knowledge[83,84,98,99,100,101]
C4Chaos following an earthquake[58,86,102]
C5Response time of the firefighters[103,104,105,106]
C6External support[77,107,108,109]
C7Emergency management capabilities[94,110]
C8Resource reserve[30,111,112,113]
C9Anti-seismic and fire-proof design of buildingsDesign and financial support[79,114,115,116,117,118,119,120,121,122]
C10Finances of the community[123,124,125]
C11Communication systems [83,84,94,126,127,128,129]
C12Transportation systems[3,4,5,130,131,132]
C13Security systems[77,81,113,133]
C14Firefighting systems[99,100,101,134]
C15Gas supply systems[79,135,136,137]
C16Water supply systemsThe function of urban infrastructure [79,80,93,138,139,140]
C17Electricity supply systems[97,135,141,142,143,144]
C18Active fire control systems[93,145,146]
C19Sewage systems[34,147,148]
C20Waste treatment systems[149,150,151,152]
Table 2. Profiles of the responders.
Table 2. Profiles of the responders.
Responders NO.Roles in the CommunityYears ParticipantsPercentages
1Local citizens19 years2031.7%
2Government branch8 years711.1%
3Clerk in the community office 13 years1015.9%
4Fire department and earthquake administration8 years46.3%
5Security personnel in the community13 years46.3%
6Firefighters10 years57.9%
7Emergency management personnel11 years34.8%
8Volunteers in the community5 years1015.9%
Table 3. The index scale judgment rules.
Table 3. The index scale judgment rules.
Scores (S)Pairwise ComparisonIndex for the Importance
ICi→Cja
IIICi→Cjb
VCi→Cjc
VIICi→Cjd
IXCi→Cje
II, IV, VI, VIIIMedianBetween the above indexes
1/SCj→CiNegative values
Table 4. Pairwise comparison for the interrelationship between each indicator.
Table 4. Pairwise comparison for the interrelationship between each indicator.
C(i)1234567891011121314151617181920
1 1 1 1 1
2 1 1 11 1 1
3
411 1
51 1
6 1 1
7 1
8 1 1
9 1 1
10
11 11 1
12 1 11
13 1
14 1 1 1
15 1 1
16 1 1
171 11
18 1
19 1 1 1
20 1
Table 5. Indicators and weights of community resilience adapted to FFE.
Table 5. Indicators and weights of community resilience adapted to FFE.
NumberCodeIndicatorsWeights
1C1Safety and health of residents0.1250
2C2Participation rate of stakeholders0.0256
3C3Earthquake and fire prevention knowledge0.0753
4C4Chaos following an earthquake0.0159
5C5Response time of the firefighters0.0570
6C6External support0.0167
7C7Emergency management capabilities0.0483
8C8Resource reserve0.0291
9C9Anti-seismic and fire-proof design of buildings0.1074
10C10Finances of the community0.0256
11C11Communication systems 0.0175
12C12Transportation systems0.0387
13C13Security systems0.0139
14C14Firefighting systems0.0198
15C15Gas supply systems0.0345
16C16Water supply systems0.0284
17C17Electricity supply systems0.1501
18C18Active fire control systems0.0492
19C19Sewage systems0.0962
20C20Waste treatment systems0.0256
Table 6. The resilience of G, J, R, H communities adapting Liszt’s five-level scale.
Table 6. The resilience of G, J, R, H communities adapting Liszt’s five-level scale.
Number IndicatorsGJRH
1Safety and health of residents4452
2Participation rate of stakeholders3453
3Earthquake and fire prevention knowledge5353
4Chaos following an earthquake3244
5Response time of the firefighters3534
6External support4324
7Emergency management capabilities3354
8Resource reserve3443
9Anti-seismic and fire-proof design of buildings4231
10Finances of the community4334
11Communication systems 5533
12Transportation systems5222
13Security systems4123
14Firefighting systems4444
15Gas supply systems4553
16Water supply systems5321
17Electricity supply systems5442
18Active fire control systems4212
19Sewage systems4215
20Waste treatment systems4231
Table 7. Final comparison results on the comprehensive assessment of relative scores.
Table 7. Final comparison results on the comprehensive assessment of relative scores.
NumberCriteria TierG CommunityJ CommunityR CommunityH Community
1Management and resource88.7253.6210076.28
2Design and financial support10090.3178.9652.1
3The function of urban infrastructure10096.0271.2363.25
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He, Z.; Chen, H.; Yan, H.; Yin, Y.; Qiu, Q.; Wang, T. Scenario-Based Comprehensive Assessment for Community Resilience Adapted to Fire Following an Earthquake, Implementing the Analytic Network Process and Preference Ranking Organization Method for Enriched Evaluation II Techniques. Buildings 2021, 11, 523. https://doi.org/10.3390/buildings11110523

AMA Style

He Z, Chen H, Yan H, Yin Y, Qiu Q, Wang T. Scenario-Based Comprehensive Assessment for Community Resilience Adapted to Fire Following an Earthquake, Implementing the Analytic Network Process and Preference Ranking Organization Method for Enriched Evaluation II Techniques. Buildings. 2021; 11(11):523. https://doi.org/10.3390/buildings11110523

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He, Zheng, Huihua Chen, Hongyan Yan, Yang Yin, Qi Qiu, and Tingpeng Wang. 2021. "Scenario-Based Comprehensive Assessment for Community Resilience Adapted to Fire Following an Earthquake, Implementing the Analytic Network Process and Preference Ranking Organization Method for Enriched Evaluation II Techniques" Buildings 11, no. 11: 523. https://doi.org/10.3390/buildings11110523

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