密肋复合墙结构与空心砖砌体结构模型抗震试验对比分析

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基金项目:

国家自然科学基金项目(50578011);教育部博士点基金项目(2005004013);北京交通大学重点基金项目(2005ZS002)

EXPERIMENT ON SEISMIC PERFORMANCE CONTRAST OF MULTI-RIBBED WALL STRUCTURE AND HOLLOW BRICK MASONRY STRUCTURE

1.
1 School of Civil Engineering and Architecture,Beijing Jiaotong University Beijing 100044;
2.
2 School of Civil Engineering and Architecture,Henan University of Technology Zhengzhou 450052

摘要: 介绍相同建筑形式的密肋复合墙结构与空心砖砌体结构房屋模型的试验情况,根据试验结果,对两种结构体系的抗震性能进行了对比分析。结果表明,密肋复合墙结构在承载能力、变形能力及耗能性能诸方面均优于砌体结构,是一种新型的抗震结构体系。
- 密肋复合墙结构 /
- 空心砖砌体结构 /
- 抗震性能 /
- 试验研究
Abstract: The experiments of a multi-ribbed wall building model and a hollow brick masonry building model with the same architectural layout are introduced. According to the experimental results, the seismic performances of the two kinds of structures are analyzed through contrast. The study shows that multi-ribbed wall structure is better than masonry structure in the capacity of bearing, deformation, and energy dissipation, so multi-ribbed wall structure is a new type of seismic structure.
- multi-ribbedwall structure /
- hollow brick masonry structure /
- seismic performance /
- experimental study