考虑主体结构的上海中心大厦幕墙地震响应分析

上海交通大学学报（自然版） ›› 2012, Vol. 46 ›› Issue (01): 146-151.

考虑主体结构的上海中心大厦幕墙地震响应分析

杨颜志1, 金先龙1, 王建2, 李烨2

（1.上海交通大学机械与动力工程学院，机械系统与振动国家重点实验室，上海 200240；2.华东建筑设计研究院有限公司，上海 200002）

收稿日期:2010-12-10 出版日期:2012-01-30 发布日期:2012-01-30
基金资助:
上海交通大学机械系统与振动国家重点实验室资助项目(MSVMS 201107)，国家自然科学基金资助项目(11072150, 61073088)

Seismic Analysis for Curtain Wall Structure of Shanghai Center Tower in Consideration of the Principal Structure

YANG Yan-Zhi-1, JIN Xian-Long-1, WANG Jian-2, LI Ye-2

(1. School of Mechanical Engineering; State Key Laboratory of Mechanical System and Vibration, Shanghai Jiaotong University, Shanghai 200240, China;
2. East China Architectural Design and Research Institute Co. Ltd., Shanghai 200002, China)

Received:2010-12-10 Online:2012-01-30 Published:2012-01-30

摘要/Abstract

摘要： 摘要：在综合考虑上海中心大厦主体结构与其幕墙结构之间相互影响的基础上，建立了大厦工程的全尺度有限元模型，分析了大厦的低阶模态，并分析了多遇地震工况和罕遇地震工况条件下幕墙加速度放大系数、幕墙层间位移角和幕墙支撑结构应力的分布情况.结果表明，大厦幕墙结构具有较好的抗震性能，符合抗震设防目标.
关键词：幕墙；主体结构；超高层建筑；抗震性能
中图分类号： TU 311文献标志码： A

Abstract: Aiming at the curtain wall structure of Shanghai Center Tower, this paper established a finite element model of the realscale building by considering the combination of the curtain wall and the principal structure, then the lower order modes of the building was predicted. The distribution of the acceleration magnification factor, interstory drift ratio and stress of supporting structures was investigated under light earthquake and severe earthquake. The numerical results indicate that the designed curtain wall structure has an outstanding performance on seismic resistance, and it meets the requirement of the engineering application.

Key words: curtain wall, principal structure, supertall building, seismic resistance performance

杨颜志1, 金先龙1, 王建2, 李烨2. 考虑主体结构的上海中心大厦幕墙地震响应分析[J]. 上海交通大学学报（自然版）, 2012, 46(01): 146-151.

YANG Yan-Zhi-1, JIN Xian-Long-1, WANG Jian-2, LI Ye-2. Seismic Analysis for Curtain Wall Structure of Shanghai Center Tower in Consideration of the Principal Structure[J]. Journal of Shanghai Jiaotong University, 2012, 46(01): 146-151.

参考文献

［1］Behr Richard A. Design of architectural glazing to resist earthquakes［J］. Journal of Architecture Engineering, 2006, 12(3): 122128.

［2］冯若强, 武岳, 沈世钊. 考虑玻璃参与工作的单层平面索网幕墙结构静力性能研究［J］. 建筑结构学报, 2005, 26(4): 99106.

FENG Ruoqiang, WU Yue, SHEN Shizhao. Static performance of singerlayer plane cable net glass curtain in consideration of glass panel［J］. Journal of Building Structures, 2005, 26 (4): 99106.

［3］Memari Ali M, Behr Richard A, Kremer Paul A. Seismic behavior of curtain walls containing insulating glass units［J］. Journal of Architecture Engineering, 2003, 9(2): 7085.

［4］卢文胜, 黄宝锋, 曹文清. 建筑幕墙振动台试验方法研究［J］. 防灾减灾工程学报, 2008, 28 (4): 447453.

LU Wensheng, HUANG Baofeng, CAO Wenqing. Study on shaking table methods for vibration testing of architectural curtain walls［J］. Journal of Disaster Prevention and Mitigation Engineering, 2008, 28(4): 447453.

［5］黄宝锋, 卢文胜, 曹文清. 建筑幕墙抗震性能指标探讨［J］. 土木工程学报, 2009, 42(9): 812.

HUANG Baofeng, LU Wensheng, CAO Wenqing. Discussion on the seismic performance indices of architectural curtain walls［J］. China Civil Engineering Journal, 2009, 42(9): 812.

［6］李勇, 石永久, 王元清. 单层索网玻璃幕墙与主体结构地震响应的整体分析［J］. 建筑科学, 2009, 25(7): 510.

LI Yong, SHI Yongjiu, WANG Yuanqing. Analysis of the seismic response of singlelayer cable net in glass wall coupled with main structure［J］. Building Science, 2009, 25(7): 510.

［7］施菁华, 曹资, 张毅刚. 隐框玻璃幕墙地震反应分析［J］. 工程抗震, 2000(1): 813.

SHI Jinghua, CAO Zi, ZHANG Yigang. Earthquake response analysis of concealed frame glass curtain wall［J］. Earthquake Resistant Engineering, 2000(1): 813.

［8］李承铭. 钢钢筋混凝土杆系结构三维地震作用下弹塑性时程分析［D］. 上海: 同济大学土木工程学院, 2007.

［9］金先龙, 李渊印. 结构动力学并行计算方法及应用［M］. 北京: 国防工业出版社, 2008:3139.

［10］JGJ 102—2003, 玻璃幕墙工程技术规范［S］. 北京: 中国建筑工业出版社.