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中高层装配式复合墙体抗震性能试验研究

黄炜 张敏 宋林 杨增科

华中科技大学学报(自然科学版)2016,Vol.44Issue(12):56-63,8.
华中科技大学学报(自然科学版)2016,Vol.44Issue(12):56-63,8.DOI:10.13245/j.hust.161210

中高层装配式复合墙体抗震性能试验研究

Experimental studies on seismic behavior of mid-highrise prefabricated composite walls

黄炜 1张敏 1宋林 2杨增科1

作者信息

  • 1. 西安建筑科技大学土木工程学院 ,陕西西安710055
  • 2. 中铁一局集团有限公司 ,陕西西安710054
  • 折叠

摘要

Abstract

In order to enhance the bearing capacity and to improve connections of prefabricated com-posite walls ,three mid-highrise prefabricated composite wall specimens using a dovetail joint vertical connections and pre-welding plate horizontal connections were designed and tested .Through the qua-si-static test ,the failure mechanism ,hysteresis characteristics and the stiffness degradation ,strength degradation ,energy dissipation capacity of the specimens under different vertical boundary reinforce-ment ratios were studied .Test results show that this kind of prefabricated wall shows a good act of collaboration and reasonable failure mode .The vertical boundary reinforcement ratio has influence on the peak load ,stiffness degradation ,strength degradation ,respectively ,and the prefabricated com-posite wall shows a high load carrying capacity and energy dissipation capacity based on a rational de-sign .Compared with the multilayer composite wall ,mid-highrise composite wall shows a performance of connection reliability and high capacity ,and the results can provide support for practical applica-tions in mid-highrise ecological composite wall structure system .

关键词

装配式复合墙体/拟静力试验/抗震性能/竖向边缘构件/预埋焊板水平连接

Key words

prefabricated composite walls/pseudo-static test/seismic behavior/vertical boundary re-straint/pre-welding plate horizontal connection

分类

建筑与水利

引用本文复制引用

黄炜,张敏,宋林,杨增科..中高层装配式复合墙体抗震性能试验研究[J].华中科技大学学报(自然科学版),2016,44(12):56-63,8.

基金项目

国家自然科学基金资助项目 (51378416 ) . (51378416 )

华中科技大学学报(自然科学版)

OA北大核心CSCDCSTPCD

1671-4512

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