Research on Seismic Performance of Timber/Bamboo Buildings

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

Deadline for manuscript submissions: 31 August 2024 | Viewed by 378

Special Issue Editors


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Guest Editor
School of Civil Engineering, Naning Forestry University, Nanjing 210037, China
Interests: contemporary bamboo/wood construction; structural engineering; structural seismic and vibration control; the failure criteria of composite material

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Guest Editor
National Engineering Research Center of Biomaterials, Nanjing Forestry University, Nanjing 210037, China
Interests: modern bamboo structures; composites; seismic analysis; creep; durability

E-Mail Website
Guest Editor
National Engineering Research Center of Biomaterials, Nanjing Forestry University, Nanjing 210037, China
Interests: theory for earthquake resistance of engineering structures; mechanics of composite materials

Special Issue Information

Dear Colleagues,

Contemporary bamboo/wood is a high-strength material made by gluing units such as strands, strips, or sheets together after undergoing high-temperature gluing. Clearly, this is a new type of environmentally friendly structural material with great advantages. ​In response to global calls to reduce carbon emissions and to accommodate for the trend of the further development of contemporary bamboo/wood structures in the direction of multi-story and high-rise buildings, a growing number of researchers have conducted studies on modern bamboo/wood.

​This Special Issue of Buildings, titled “Research on Seismic Performance of Timber/Bamboo Buildings”, focuses on the material and structural properties of contemporary bamboo/wood buildings, in particular the seismic properties, long-term performance, and structural reliability of contemporary bamboo/wood structures.

Topics of interest for this Special Issue include, but are not limited to, the following:

  • ​Material properties of bamboo/wood structures, such as the fracture toughness, stress–strain relationship studies, etc.;
  • Component properties of bamboo/wood structures, such as the nonlinear study of beams/plates/columns, etc.; ​
  • Seismic properties of bamboo/wood structures, such as the study of energy-consuming nodes, etc.;
  • Fire resistance of bamboo/wood structures;
  • Long-term properties of bamboo/wood structures, such as creep, aging studies, etc.;
  • Studies on the reliability of bamboo/wood construction.

Prof. Dr. Dongsheng Huang
Dr. Yanyan Liu
Prof. Dr. Aiping Zhou 
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

  • engineered bamboo/wood composite
  • seismic performance
  • fire resistance
  • creep
  • fracture behaviors
  • elevated temperature
  • durability

Published Papers (1 paper)

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Research

18 pages, 7966 KiB  
Article
Influence of Specimen Size on the Compressive Strength of Wood
by Chuan Zhao, Degui Liu, Chuntao Zhang, Yanyan Li and Yuhao Wang
Buildings 2024, 14(4), 1156; https://doi.org/10.3390/buildings14041156 - 19 Apr 2024
Viewed by 282
Abstract
This study aimed to discuss the influence of specimen sizes on the compressive strength parameters of wood, specifically focusing on their compression strength, elastic modulus, and Poisson’s ratio. Therefore, three different-sized specimens (20 mm × 20 mm × 30 mm, 40 mm × [...] Read more.
This study aimed to discuss the influence of specimen sizes on the compressive strength parameters of wood, specifically focusing on their compression strength, elastic modulus, and Poisson’s ratio. Therefore, three different-sized specimens (20 mm × 20 mm × 30 mm, 40 mm × 40 mm × 60 mm, 60 mm × 90 mm × 90 mm) were manufactured and tested in the longitudinal, radial, and tangential directions, following the standard testing method for acquiring the compressive strength of wood. Subsequently, based on the experimental results, compressive parameters, failure mechanisms, load–displacement curves, and stress–strain relationships were systematically analyzed for the three different-sized specimens. Meanwhile, the influence of specimen size on the compressive strength parameters of wood was also evaluated through finite element numerical simulations, utilizing the obtained mechanical parameters. The results revealed a significant correlation between compressive strength and specimen size, indicating a decrease in compressive strength with an increasing specimen size. Conversely, the elastic modulus and Poisson’s ratio exhibited less sensitivity to specimen size changes. Notably, the compressive strength parameters derived from small-sized specimens (20 mm × 20 mm × 30 mm) exhibited a lack of rationality, while those obtained from medium-sized (40 mm × 40 mm × 60 mm), and large-sized specimens (60 mm × 90 mm × 90 mm) demonstrated greater reliability, providing precise results in finite element numerical simulations. Full article
(This article belongs to the Special Issue Research on Seismic Performance of Timber/Bamboo Buildings)
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