[1]王全凤,黄庆丰,王凌云.断层剪力墙高层建筑抗震设计理论与关键技术[J].华侨大学学报(自然科学版),2006,27(2):113-118.[doi:10.3969/j.issn.1000-5013.2006.02.001]
　Wang Quanfeng,Huang Qingfeng,Wang Lingyun.Theory and Key Technique for the Seismic Design of High-Rise Building with Fault Shear Wall[J].Journal of Huaqiao University(Natural Science),2006,27(2):113-118.[doi:10.3969/j.issn.1000-5013.2006.02.001]
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断层剪力墙高层建筑抗震设计理论与关键技术()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第27卷
期数:
2006年第2期
页码:
113-118
栏目:
出版日期:
2006-04-20

文章信息/Info

Title:
Theory and Key Technique for the Seismic Design of High-Rise Building with Fault Shear Wall
文章编号:
1000-5013(2006)02-0113-06
作者:
王全凤; 黄庆丰; 王凌云
华侨大学土木工程学院; 东南大学土木工程学院 福建 泉州 362021; 福建 泉州 362021; 江苏 南京 210096
Author(s):
Wang Quanfeng;  Huang Qingfeng;  Wang Lingyun
College of Civil Engineering, Huaqiao University, 362021, Quanzhou, China; College of Civil Engineering, Southeast University, 210096, Nanjing, China
关键词:
断层剪力墙;  框架-剪力墙结构;  抗震设计;  性能评价;  高层建筑
Keywords:
fault shear wall;  frame-shear wall structure;  seismic design;  performance evaluation;  high-rise building
分类号:
TU973.31
DOI:
10.3969/j.issn.1000-5013.2006.02.001
文献标志码:
A
摘要:
断层剪力墙高层框架-剪力墙结构是一种新型的高层结构,对它的动力特性和抗震性能还不是很清楚,有必要寻求新的分析方法和计算理论.文中介绍断层剪力墙高层框架-剪力墙结构弹塑性动力反应、结构弹塑性抗震性能与设计理论,以及其设计的关键技术,提出结构弹塑性动力性能和抗震性能分析与评价的新思路.该理论可用于断层剪力墙高层结构抗震设计及研究,也可进一步发展应用于分析解决结构减振耗能、振动控制和基础隔震等问题.
Abstract:
The frame-shear wall high-rise structure with fault shear wall is a new type high-rise structure. Its dynamic characteristics and seismic performance have not been investigated deeply till now, so it is imperative to seek a new method of analysis and new theory of calculation. In addition to introduce its elastoplastic dynamic response, elastoplastic seismic performance of the structure, theory and key technique of design, the authors present a new idea about elastoplastic dynamic performance of the structure as well as the analysis and evaluation of its seismic performance. This new idea or thinking can be used in the seismic design and research of high-rise structure with fault shear wall. Furthermore, it can also be applied to analyze and settle the problems of the vibration reduction and energy dissipation of the structure, vibration control and base isolation.

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相似文献/References:

[1]王全凤.剪力墙最优刚度及其计算机实现[J].华侨大学学报(自然科学版),1999,20(3):249.[doi:10.11830/ISSN.1000-5013.1999.03.0249]
　Wang Quanfeng.Optimal Stiffness of Shear Wall and Its Implementation on Computer[J].Journal of Huaqiao University(Natural Science),1999,20(2):249.[doi:10.11830/ISSN.1000-5013.1999.03.0249]

备注/Memo

备注/Memo:
国家自然科学基金资助项目(50578066)福建省自然科学基金资助项目(E0410023)
更新日期/Last Update: 2014-03-23