|本期目录/Table of Contents|

[1]屈文俊,郭 朋,崔 巍.预制板上粘贴钢板条桁架对砌体教学楼抗震性能的影响[J].建筑科学与工程学报,2013,30(04):14-21.
　QU Wen-jun,GUO Peng,CUI Wei.Influences of Sticking Steel Strips Under Precast RC Slabs on Seismic Performance of Masonry Teaching Building[J].Journal of Architecture and Civil Engineering,2013,30(04):14-21.
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预制板上粘贴钢板条桁架对砌体教学楼抗震性能的影响(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
30卷
期数:
2013年04期
页码:
14-21
栏目:
出版日期:
2013-12-30

文章信息/Info

Title:
Influences of Sticking Steel Strips Under Precast RC Slabs on Seismic Performance of Masonry Teaching Building
作者:
屈文俊; 郭 朋; 崔 巍
同济大学 建筑工程系
Author(s):
QU Wen-jun;  GUO Peng;  CUI Wei
Department of Building Engineering, Tongji University
关键词:
砌体结构; 预制多孔板楼盖; 教学楼; 有限元法; 时程分析
Keywords:
masonry structure;  floor system of precast holy slab;  teaching building;  finite element method;  time history analysis
分类号:
-
DOI:
-
文献标志码:
A
摘要:
采用通用有限元分析软件ANSYS建立了典型砌体结构教学楼（预制多孔板装配式楼盖）的数值模型。利用有限元时程分析方法，分析房屋在汶川地震波作用下的地震响应，验证了预制多孔板楼盖水平刚度不足是砌体结构教学楼倒塌的主要原因。在此基础上，提出了一种新式加固方法——板底粘贴桁架型钢板条来增强楼盖的水平刚度。采用时程分析方法，对未加固模型与加固后模型的地震响应进行了对比。结果表明：板底粘贴桁架型钢板条法对提高房屋结构抗震防倒塌能力是行之有效的。
Abstract:
Authors used general finite element analysis software ANSYS to build a numerical model of typical masonry teaching building with precast reinforced concrete (RC) slabs. The finite element time history analysis method was used to get this model’s seismic response under Wenchuan seismic wave, proving that inadequate floor’s in-plane stiffness was the key defect causing collapse of masonry teaching building. Based on this analysis, authors proposed a new strengthening method of sticking steel strips under slabs to enhance the floor’s in-plane stiffness. The time history analysis method was used to make comparisons between the seismic responses of unstrengthened and strengthened models. The results show that the strengthening method of sticking steel strips under slabs is effective for anti-seismic collapse of building structures.

参考文献/References:

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相似文献/References:

[1]屈文俊,马瑞嘉,崔 巍.预制板现浇混凝土叠合层加固砌体教学楼的抗震性能分析[J].建筑科学与工程学报,2013,30(03):7.
　QU Wen-jun,MA Rui-jia,CUI Wei.Analysis of Seismic Behavior of Masonry Teaching Buildings Strengthened by Cast-in-place RC Layer on Precast RC Slabs[J].Journal of Architecture and Civil Engineering,2013,30(04):7.
[2]谭晓晶,吴斌,辛文杰,等.林甸县农村砌体房屋抗震性能调查与分析[J].建筑科学与工程学报,2012,29(02):36.
　TAN Xiao-jing,WU Bin,XIN Wen-jie,et al.Investigation and Analysis of Seismic Behavior of Masonry Buildings in Rural Areas Located in Lindian County[J].Journal of Architecture and Civil Engineering,2012,29(04):36.
[3]郭 猛,李薇薇,贾英杰.复杂立面形状砌体墙抗震性能试验[J].建筑科学与工程学报,2021,38(05):38.[doi:10.19815/j.jace.2021.04007]
　GUO Meng,LI Wei-wei,JIA Ying-jie.Experiment on Seismic Performance of Masonry Walls with Complex Facade Shapes[J].Journal of Architecture and Civil Engineering,2021,38(04):38.[doi:10.19815/j.jace.2021.04007]

备注/Memo

备注/Memo:
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更新日期/Last Update: 2014-01-02