砌体结构地震破坏程度的估计研究

苏启旺; 刘成清; 赵世春

doi:10.13204/j.gyjz201302008

砌体结构地震破坏程度的估计研究

doi: 10.13204/j.gyjz201302008

1.
1. 西南交通大学,成都610031;
2.
2. 抗震工程技术四川省重点实验室,成都610031

基金项目:

中央高校基本科研业务费专项资金项目(5WJTU12CX078);西南交通大学青年老师百人计划项目(SWJTU09BR047)

详细信息

作者简介:
苏启旺,男,1979年出生,博士研究生,讲师,一级注册结构工程师. 电子信箱:qiwangsu@126.com

中图分类号: TU364;TU352.11
计量
- 文章访问数: 91
- HTML全文浏览量: 7
- PDF下载量: 94
- 被引次数: 0
出版历程
- 收稿日期: 2011-12-07
- 刊出日期: 2013-02-20

THE ESTIMATE RESEARCH ON SEISMIC DAMAGE DEGREE OF MASONRY BUILDING

1.
1. Southwest Jiaotong University,Chengdu 610031,China;
2.
2. Key Laboratory of Seismic Engineering of Sichuan Province,Chengdu 610031,China

摘要

摘要: 砌体结构房屋的设计表现为建筑布置决定结构墙体的数量及面积。在地震作用下,基底剪力由地震方向的墙体承担,墙体数量越多,墙体面积越大,房屋抗震能力就越强,墙体面积对砌体结构抗震研究有着至关重要的影响。研究这一问题的主要途径之一就是从地震震害中找出墙体面积与结构破坏之间的规律,通过对2008年汶川地震中大量震损房屋震害的分析,研究了墙体面积与结构破坏程度之间的关系,以及在现有砌体结构抗震性能评估理论的基础上,提出了一个基于墙体面积大小的指标来估计砌体结构的在地震下的破坏程度。将该指标应用于一幢多层砌体结构房屋的抗震性能评估中,并通过与现场震害的对比说明了该指标的合理性,结果表明,该评估指标可以用于估计砌体结构的破坏程度。
- 砌体结构 /
- 墙体数量 /
- 汶川地震 /
- 破坏程度 /
- 估计
Abstract: The building layout determines the number of structural wall and wall area in the design of a masonry structure building.In the earthquake,the seismic force is taken by the wall in the direction of earthquake.The larger the wall area,the stronger the seismic capacity.Therefore,the wall area has a critical influence on masonry seismic research.One of the main ways for studying this problem is to find out the rules between the wall area and structure damage the earthquake.By analyzing of a large number of damage houses in the Wenchuan earthquake in 2008,the relationship of the wall area and buildings damage was studied,and based on the existing theory of masonry structure seismic performance assessment,the indicator of the wall areas was proposed to estimate the seismic damage degree of masonry structures.The indicator was applied to the seismic performance evaluation of a multi-storey masonry structure housing,this indicator was reasonable through comparing the on-site damage,the result showed the indicator could estimate the damage degree of the masonry buildings.
- masonry building /
- the number of wall /
- Wenchuan earthquake /
- damage degree /
- estimate

HTML全文

参考文献(15)

[2] 张建勋.砌体结构[M].武汉:武汉理工大学出版社,2009:1-5.

刘立新.砌体结构[M].武汉:武汉理工大学出版社,2003:1-6.

[3] 宋占海,宋东,贾建东.建筑结构设计[M].北京:中国建筑工业出版社,2007:401-403.

[4] GB 500112001建筑抗震设计规范[S].

[5] GB 500032001砌体结构设计规范[S].

[6] GB 500232009建筑抗震鉴定标准[S].

[7] 朱昌廉.住宅建筑设计原理[M].北京:中国建筑工业版社,1999:8-21.

[8] 房志勇.房屋建筑构造学[M].北京:中国建材工业出版社,2008:16-25.

[9] 潘谷西.中国建筑史[M].北京:中国建筑工业出版社,2009:357-378.

[10] The European Committee for Standardization. Eurocode 8 Designof Structures for Earthquake Resistance[S]. Brussels: CEN,2003.

[11] Lourenco P B, Roque J A. Simplified Indexes for the SeismicVulnerability of Ancient Masonry Buildings[J]. Construction andBuilding Materials,2006,20:200-208.

[12] Moroni M O, Astroza M, Acevedo C. Performance and SeismicVulnerability of Masonry Housing Types Used in Chile[J].Journal of Performance of Constructed Facilities,2004,18(3):173-179.

[13] 冯远,刘宜丰,肖克艰,等.来自汶川在地震亲历者的第一手资料结构工程师的视界与思考[M].北京:中国建筑工业版社,2009:98-152.

[14] 李乔,赵世春.汶川大地震工程震害分析[M].成都:西南交通大学出版社,2008:3-46.

[15] 中国工程院土木、水利与建筑工程学部,国家自然科学基金委员会工程与材料科学部.汶川地震建筑震害调查与灾后重建分析报告[R].北京:中国建筑工业出版社,2008.

施引文献

资源附件(0)

访问统计