我国高层建筑抗震设计的若干问题
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摘要
回顾与分析了我国高层建筑的发展；讨论了我国高层建筑结构抗震设计的几个问题：材料与结构体系，构件变形能力与轴压比，弹塑性时程分析与弹塑性静力分析，以及基于位移的抗震设计。
The development of tall buildings in China is reviewed in this paper. Some issues on seismic design for tall buildings are discussed: materials and strucural systems, deformation capacity and axial force to strength ratio of structural members, elasto-plastic time history analysis and elasto-plastic static analysis, deformation-based seismic resistant design.
The development of tall buildings in China is reviewed in this paper. Some issues on seismic design for tall buildings are discussed: materials and strucural systems, deformation capacity and axial force to strength ratio of structural members, elasto-plastic time history analysis and elasto-plastic static analysis, deformation-based seismic resistant design.
引文
1国内已建成最高的100幢建筑.建筑技术,1995(5)
2国内已建成最高的100幢建筑.建筑技术,1997(6)
3世界上最高的100幢建筑.建筑技术,1996(4)
4 JGJ3—97高层民用建筑钢结构技术规程
5吕文,钱稼茹,方鄂华,等.高轴压比悬臂剪力墙延性性能的研究.见:第六届高层建筑抗震技术交流会论文集.珠海: 1997
6 Uniform Building COde. 1997
7 Concrete Staructures Standard. The Concrete Design Committee P3101, New Zealand. December 1994
8钱稼茹,吕文,方鄂华.基于位移延性的剪力墙抗震设计方法研究.见:第十五届全国高层建筑结构学术交流会论文 集.1998
9YB9802—97冶金部,钢骨混凝土结构设计规程.1998
10赵作周,方鄂华,钱稼茹,等.武汉国际贸易中心大厦弹塑性地震反应分析.建筑结构,1996(11)
11程绍革.国贸中心二期工程塔楼弹塑性时程分析.见:第六届高层建筑抗震技术交流会论文集.珠海:1997
12何放龙,邹银生,王选民.湘潭国际金融大厦32层主体结构弹塑性地震反应时程分析.见:第十三届全国高层建筑 结构学术交流会论文集.贵阳:1994
13 V. Kilar, and P. Fajfar. Simplified Push-over Analysis of Building Structures. In: Proc. llth WCEE. Mexico, Mexico. 1996
14 A. S. Moghadam, and W. K. Tso. Damage Assessment of Eccentric Multistorey Buildings Using 3-D Push-over Analysis. In:Proc. llth WCEE. Mexico, Mexico. 1996
15 G. Faell. Evaluation of the RC Structure Seismic Response by Means of Nonlinear Static Push-over Analysis. In: Proc. llth WCEE.Mexico, Mexico. 1996
16方鄂华,钱稼茹,赵作周.弹塑性静力分析方法.见:第十五届全国高层建筑结构学术交流会论文集.1998
17 Jack P. Moehle. Attempts to Introduce Modern Performance Concepts into Old Seismic Codes. In: Proc. China-United States Bilateral Workshop on Seismic Codes. Guangzhou, China, December 1996
2国内已建成最高的100幢建筑.建筑技术,1997(6)
3世界上最高的100幢建筑.建筑技术,1996(4)
4 JGJ3—97高层民用建筑钢结构技术规程
5吕文,钱稼茹,方鄂华,等.高轴压比悬臂剪力墙延性性能的研究.见:第六届高层建筑抗震技术交流会论文集.珠海: 1997
6 Uniform Building COde. 1997
7 Concrete Staructures Standard. The Concrete Design Committee P3101, New Zealand. December 1994
8钱稼茹,吕文,方鄂华.基于位移延性的剪力墙抗震设计方法研究.见:第十五届全国高层建筑结构学术交流会论文 集.1998
9YB9802—97冶金部,钢骨混凝土结构设计规程.1998
10赵作周,方鄂华,钱稼茹,等.武汉国际贸易中心大厦弹塑性地震反应分析.建筑结构,1996(11)
11程绍革.国贸中心二期工程塔楼弹塑性时程分析.见:第六届高层建筑抗震技术交流会论文集.珠海:1997
12何放龙,邹银生,王选民.湘潭国际金融大厦32层主体结构弹塑性地震反应时程分析.见:第十三届全国高层建筑 结构学术交流会论文集.贵阳:1994
13 V. Kilar, and P. Fajfar. Simplified Push-over Analysis of Building Structures. In: Proc. llth WCEE. Mexico, Mexico. 1996
14 A. S. Moghadam, and W. K. Tso. Damage Assessment of Eccentric Multistorey Buildings Using 3-D Push-over Analysis. In:Proc. llth WCEE. Mexico, Mexico. 1996
15 G. Faell. Evaluation of the RC Structure Seismic Response by Means of Nonlinear Static Push-over Analysis. In: Proc. llth WCEE.Mexico, Mexico. 1996
16方鄂华,钱稼茹,赵作周.弹塑性静力分析方法.见:第十五届全国高层建筑结构学术交流会论文集.1998
17 Jack P. Moehle. Attempts to Introduce Modern Performance Concepts into Old Seismic Codes. In: Proc. China-United States Bilateral Workshop on Seismic Codes. Guangzhou, China, December 1996
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