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Buildings
Special Issues
Timber, Bamboo and Hybrid Structures
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Timber, Bamboo and Hybrid Structures

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

Deadline for manuscript submissions: closed (20 November 2023) | Viewed by 3924

Special Issue Editors

Prof. Dr. Huifeng Yang

E-Mail Website
Guest Editor
College of Civil Engineering, Nanjing Tech University, Nanjing, China
Interests: timber structure; hybrid timber structure; joints; connections; timber-concrete composites
Prof. Dr. Qifang Xie

E-Mail Website
Guest Editor
College of Civil Engineering, Xi'an University of Architecture & Technology, Xi'an, China
Interests: timber structure; ancient timber structure; seismic behaviour
Special Issues, Collections and Topics in MDPI journals
Dr. Bohan Xu

E-Mail Website
Guest Editor
Associate Professor, College of Civil Engineering, Dalian University of Technology, Dalian, China
Interests: timber structures; composite structures; joints and connections

Special Issue Information

Dear Colleagues,

To meet the low-carbon demands and promote sustainable development in structural engineering, bio-based buildings and structures, which include timber structures, bamboo structures, and even bio-based hybrid structures, are attracting more and more attention. With the rapid development of highrise and large-span bio-based structures, the research, fabrication, design, and construction in these sorts of structures meet a major challenge. Innovative techniques have been carried out for a long time.

This Special Issue—Timber, Bamboo and Hybrid Structures—will cover, but is not limited to, research topics and works focused on the following aspects:

  • Timber structures;
  • Bamboo structures;
  • Timber–concrete composite structures;
  • Bamboo–concrete composite structures;
  • Hybrid steel-timber structures;
  • FRP/steel-reinforced structural timber/bamboo elements;
  • Mixed-species engineered wood elements;
  • Hybrid joints for bio-based structures.

All the above aspects are strongly represented at present.

Prof. Dr. Huifeng Yang
Prof. Dr. Qifang Xie
Dr. Bohan Xu
Guest Editors

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

  • timber structure
  • bamboo structure
  • bio-based hybrid structure
  • bio-based composite structure
  • hybrid joint and connection

Published Papers (3 papers)

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Research

14 pages, 4775 KiB  
Article
Dynamic Properties of Timber–Concrete Composite Beams with Crossed Inclined Coach Screw Connections: Experimental and Theoretical Investigations
by Bo Wen, Haotian Tao, Benkai Shi and Huifeng Yang
Buildings 2023, 13(9), 2268; https://doi.org/10.3390/buildings13092268 - 06 Sep 2023
Cited by 2 | Viewed by 705
Abstract
Due to the low density and stiffness of wood, traditional timber floor systems are prone to producing large vibration responses. By combining timber beams with concrete floors, timber–concrete composite (TCC) floor systems show stronger bearing capacity, higher bending stiffness, and better thermal and [...] Read more.
Due to the low density and stiffness of wood, traditional timber floor systems are prone to producing large vibration responses. By combining timber beams with concrete floors, timber–concrete composite (TCC) floor systems show stronger bearing capacity, higher bending stiffness, and better thermal and sound insulation behaviors when compared with traditional timber floor systems. In this study, the vibration performance of TCC beams with crossed inclined coach screw connectors was investigated using dynamic tests. The influence of the screw diameters and slab dimensions on the dynamic performance of the composite beams was evaluated. The test results demonstrated that TCC beams show good dynamic performance when used as a floor component and meet the preliminary requirements of floor vibration comfort for fundamental frequency. The fundamental frequency and damping ratio of TCC beams decreases with the increase in slab dimensions. The bending stiffness and natural frequency of TCC beams decrease smoothly when reducing the screw diameter from 16 to 12 mm. Additionally, two theoretical models were used to predict the natural frequencies of the TCC beams, and the predicted values show good consistency with the measured ones. Full article
(This article belongs to the Special Issue Timber, Bamboo and Hybrid Structures)
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18 pages, 5277 KiB  
Article
Experimental and Numerical Analyses on the Fire Resistance of Timber–Concrete Composite Boards Using an Innovative Form of Partial Protection
by Hao Zhou, Weidong Lu, Binhui Lu, Lu Wang, Yingwei Bao, Jun Zhang and Zhentao Chen
Buildings 2023, 13(3), 725; https://doi.org/10.3390/buildings13030725 - 09 Mar 2023
Cited by 2 | Viewed by 1171
Abstract
Compared with traditional timber boards, timber–concrete composite (TCC) boards demonstrate a higher rigidity and bearing capacity, improved vibration, and better behavior under seismic conditions. However, they become charred when exposed to fire due the combustibility of timber, and the fire safety of this [...] Read more.
Compared with traditional timber boards, timber–concrete composite (TCC) boards demonstrate a higher rigidity and bearing capacity, improved vibration, and better behavior under seismic conditions. However, they become charred when exposed to fire due the combustibility of timber, and the fire safety of this material is considered essential. In this research, 60 min fire exposure tests and residual load-carrying capacity tests following fire exposure were carried out on three full-scale composite boards, two of which were covered with an innovative form of gypsum board protection. The effect of the innovative protection on the temperature field and fire resistance of the TCC boards was studied in detail. The test results indicate that the fire resistance of the TCC boards was effectively improved by using the innovative protection. If the coverage ratio is identical, a wider single gypsum board can demonstrate a slight increase in residual carrying capacity. Finite element models of TCC boards were established to investigate the temperature field during fire exposure and the residual load-carrying capacity of the TCC boards after fire exposure, demonstrating high applicability and accuracy. The conclusions in this paper can provide reference for fire design in engineering. Full article
(This article belongs to the Special Issue Timber, Bamboo and Hybrid Structures)
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13 pages, 3388 KiB  
Article
The Dimensional Stability and Bonding Performance of Hybrid CLT Fabricated with Lumber and COSB
by Zhijun Liang, Guojun Chen, Yi Wang, Zhiqiang Wang and Meng Gong
Buildings 2022, 12(10), 1669; https://doi.org/10.3390/buildings12101669 - 12 Oct 2022
Cited by 2 | Viewed by 1447
Abstract
The differences of physical and mechanical properties of different laminations, such as softwood, hardwood or other structural composite lumber, in hybrid cross-laminated timber (HCLT), lead to their dimensional stability and bonding performance more complex than generic cross-laminated timber (CLT). In this paper, the [...] Read more.
The differences of physical and mechanical properties of different laminations, such as softwood, hardwood or other structural composite lumber, in hybrid cross-laminated timber (HCLT), lead to their dimensional stability and bonding performance more complex than generic cross-laminated timber (CLT). In this paper, the spruce-pine-fir (SPF) dimension lumber and construction oriented strand board (COSB) were employed to fabricate HCLT. The effects of four configurations and three adhesives on the dimensional stability and bonding performance of CLT and HCLT were evaluated in term of the water absorption (WA), thickness swelling (TS), block shear strength (BSS), wood failure percentage (WFP) and rate of delamination (RD). The results showed that with the increase of the COSB laminations, the WA of HCLT specimens decreased, and the values of TS, BBS and WFP increased. The configuration had a significant influence on the dimensional stability, BBS and WFP of the specimen. The adhesive had a significant influence on the dimensional stability and some bonding performances of the specimen. The phenol resorcinol formaldehyde (PRF) specimens had the lowest average RD value compared with the one-component polyurethane (PUR) and emulsion polymer isocyanate (EPI) specimens. Failures were prone to occur in the middle of the thickness of COSB lamination during block shear and delamination tests. The outcome of this paper could help the engineering application of HLCT. Full article
(This article belongs to the Special Issue Timber, Bamboo and Hybrid Structures)
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