Challenges in Seismic Analysis and Assessment of Buildings

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Structures".

Deadline for manuscript submissions: 30 May 2024 | Viewed by 1214

Special Issue Editor


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Guest Editor
Applied Mechanics & Strength of Materials Lab, School of Architecture, Technical University of Crete, 73100 Chania, Greece
Interests: structural health monitoring (SHM); smart sensors and smart materials; nondestructive testing; mechanics of materials; damage mechanics; earthquake engineering and structural dynamics; structural mechanics and control
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Special Issue Information

Dear Colleagues,

Protecting the built environment in earthquake-prone regions worldwide necessitates not only the optimal design and construction of new buildings, but also the rehabilitation and upgrading of existing structures. The loss of life and massive expenses caused by major earthquakes in urban regions are important motivators for the scientific and technical community to take urgent action on this problem. Developments in computational methods and the growing availability of experimental test data make it possible to conduct comprehensive seismic analysis to evaluate structural responses even beyond the elastic range.

Existing earthquake engineering analysis methods employ experimental data, computer models, and historical earthquake observations to address seismic hazards at places of interest. They may also include analyses and assessments of conventional or innovative foundation isolation or structural vibration control technologies to limit stresses and deformations with little damage. Important infrastructures, monuments, and cultural heritage sites require more detailed seismic analysis to enable them to withstand extreme shaking with minimal damage.

In accordance with this, the purpose of this Special Issue is to encourage the exchange of information regarding recent research advances in structural dynamic analysis methods and numerical modelling approaches for the seismic design and assessment of buildings, including fully deterministic and probabilistic applications and frameworks. Original submissions incorporating basic and applied research, case studies, or state-of-the-art models and methods are welcomed in this Special Issue. Possible subject areas include, but are not limited to:

  • Advanced earthquake engineering analysis and structural dynamics;
  • Far and near-fault seismic analysis and design;
  • Seismic monitoring and non-destructive testing of buildings;
  • Structural control technologies and intelligent materials;
  • Building performance during earthquakes;
  • Probabilistic and deterministic methods of dynamic analysis;
  • Retrofitting;
  • Material mechanics and characterization;
  • Nonlinear numerical analysis;
  • Experimental studies.

Prof. Dr. Costas Providakis
Guest Editor

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Buildings is an international peer-reviewed open access monthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • advanced earthquake engineering analysis and structural dynamics
  • far and near-fault seismic analysis and design
  • seismic monitoring and non-destructive testing of buildings
  • structural control technologies and intelligent materials
  • building performance during earthquakes
  • probabilistic and deterministic methods of dynamic analysis
  • retrofitting
  • material mechanics and characterization
  • nonlinear numerical analysis
  • experimental studies

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Published Papers (1 paper)

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Research

30 pages, 18951 KiB  
Article
Full-Scale Assessment of Seismic and Wind Load Performance in the Design of a Flexible Solar-Shading Double-Skin Façade
by José Pérez-Fenoy, Carlos Rivera-Gómez, Jorge Roa-Fernández and Carmen Galán-Marín
Buildings 2023, 13(12), 2945; https://doi.org/10.3390/buildings13122945 - 25 Nov 2023
Viewed by 819
Abstract
Cable-supported façades represent a novel approach in the design and technology of double skin façades (DSFs). This type of system not only offers flexibility in terms of exterior finishes, but also regulates the access of solar radiation, thereby transforming the appearance of the [...] Read more.
Cable-supported façades represent a novel approach in the design and technology of double skin façades (DSFs). This type of system not only offers flexibility in terms of exterior finishes, but also regulates the access of solar radiation, thereby transforming the appearance of the building in response to varying daylight conditions. However, the structural performance of these façades under wind, impact, and seismic loads remains an active area of research. The study is a groundbreaking work that experimentally evaluates the wind and seismic behaviour of these type of façades. The methodology used for the evaluation of flexible masonry facades includes laboratory tests analysing the individual capacity of the connections and materials of the system under standardized and non-standardized procedures. A full-scale experimental sub-assembly specimen of a representative module of the façade is also subjected to uniformly distributed pressures of wind load tests, as well as hard body and soft body impact tests. The setup considered the border conditions, tension loads, and actual materials. Furthermore, the earthquake assessment includes tests of full-scale specimens subjected to these demands. The results show up to 30% enhanced performance relative to similar systems reported in the literature. Furthermore, research findings facilitated the refinement and redesign of the system components, thereby validating the DSF case study. Full article
(This article belongs to the Special Issue Challenges in Seismic Analysis and Assessment of Buildings)
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