经过实验测试的水平加载墙壁和木制模块化建筑的刚度
Czesław Miedziałowski1, Krzysztof Robert Czech1, Marta Nazarczuk2
1Department of Building Structures and Structural Mechanics, Faculty of Civil Engineering and Environmental Sciences, Bialystok University of Technology, Wiejska 45E, 15-351 Bialystok, Poland.
这项研究测试了全尺寸的木制框架模块化建筑部件和水平负载下的四层结构. 结果揭示了建筑物的结构.
科学领域:
- 结构工程 结构工程
- 木材建筑木材建筑工程
- 建筑物理 建筑物理
背景情况:
- 基于木材的结构的最新进展需要对模块化建筑系统进行全面的测试.
- 现有的研究往往侧重于实验室规模测试木制框架元件,特别是定和循环加载.
- 需要在现实的负载条件下对木架模块化建筑的性能进行全面的实验数据.
研究的目的:
- 通过实验评估全尺寸木制框架墙体元素和模块化建筑的结构性能.
- 为了确定单个墙面板和完整的四层模块化建筑的刚性特征.
- 分析模块之间的相互作用和墙壁连接对整体三维结构行为的影响.
主要方法:
- 根据EN 594标准,对全尺寸木制框架墙体元素和四层模块化建筑进行两阶段实验测试.
- 在墙壁顶部施加水平负荷,垂直于模块的纵轴.
- 使用的形紧固件用于外附着和粘合剂用于外与框架连接.
主要成果:
- 根据实验数据,推导了单个墙面板和整个模块化建筑的刚度值.
- 研究了结构内的相邻模块之间的相互作用机制.
- 量化了墙壁连接对建筑物空间 (3D) 性能的影响.
结论:
- 发现完整的模块化建筑的整体水平度明显高于其单个墙壁度的总和.
- 该研究提供了关于木制框架模块化结构的刚性和相互作用行为的关键数据.
- 这些发现有助于理解和开发基于木材的坚固建筑方法.
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