高层建筑结构直接基于位移的抗震设计方法

辛力; 梁兴文

doi:10.13204/j.gyjz200807002

高层建筑结构直接基于位移的抗震设计方法

doi: 10.13204/j.gyjz200807002

辛力,
梁兴文

1.
西安建筑科技大学结构工程与抗震教育部重点实验室,西安 710055

基金项目:

国家自然科学基金资助项目(50678146);高等学校博士学科点专项科研基金项目(20070703002)

详细信息

作者简介:
辛力男 1981年11月出生博士研究生 E-mail:xinli1129@sina.com

计量
- 文章访问数: 99
- HTML全文浏览量: 3
- PDF下载量: 108
- 被引次数: 0
出版历程
- 收稿日期: 2008-03-03
- 刊出日期: 2008-07-20

DIRECT DISPLACEMENT-BASED SEISMIC DESIGN METHOD OF HIGH-RISE BUILDINGS

1.
Key laboratory for Structural Engineering and Earthquake Resistance of China Education Ministry,Xi’an University of Architecture and Technology Xi’an 710055

摘要

摘要: 首先对结构进行自由振动分析,求出各阶振型的弹性自振周期及相应的振型值;然后根据各振型的自振周期,由位移反应谱导出单自由度体系的等效位移,接着由等效原理反推出结构各振型的弹性位移,振型组合后得到结构的位移曲线;再由与性能水平相应的结构层间侧移角限值确定结构各振型目标侧移,对其分别进行分析计算,振型组合求得结构层间剪力,实现了考虑高振型影响的高层建筑结构直接基于位移的抗震设计。通过算例介绍了方法的全过程,并由弹塑性时程分析验证了方法的可行性,为高层建筑结构直接基于位移的抗震设计提供了一个可供参考的思路。
- 高层建筑 /
- 高振型影响 /
- 直接基于位移的抗震设计 /
- 弹塑性时程分析
Abstract: The natural periods and corresponding modes of structure are obtained by free vibration analysis.Based on the periods,the equivalent displacement of single-degree-of-freedom system for each mode is deduced by displacement response spectra,and the structural lateral elastic displacement of each mode could be determined by equivalence principle.So the structural lateral elastic displacement can be obtained by SRSS rule.Then,based on the story drift ratio limits,the structural target lateral displacement of each mode could be determined,and the shear in each story is obtained by SRSS rule too,the direct displacement-based seismic design(DDBSD) method of high-rise buildings considering higher mode effects is realized.The paper illustrates the application of the proposed procedure with an example and attempts to prove its feasibility by elasto-plastic time-history analysis.It provides a valuable thought for DDBSD method of high-rise buildings.
- high-rise buildings /
- higher mode /
- effects direct displacement-based /
- seismic design

HTML全文

参考文献(11)

罗文斌,钱稼茹.钢筋混凝土框架基于位移的抗震设计.土木工程学报,2003(5):22-29

[2] 梁兴文,黄雅捷.钢筋混凝土框架结构基于位移的抗震设计方法研究.土木工程学报.2005.38(9):53-60

[3] 刘有军,周建民.基于位移的BC框架结构抗震设计研究.结构工程师,2003(3):1-6

[4] Medhekar M S,Kennedy DTL.Displacement-based Seismic Design of Building-Theory.Engineering Structures,2000,22:201-209

[5] GB 50011-2001建筑抗震设计规范

[6] 梁兴文,邓明科.钢筋混凝土高层建筑结构基于位移的抗震设计法研究.建筑结构,2006,36(7):15-22

[7] 穆翠玲,王文俊.框剪结构抗震剪力墙数量的优化准则证明.世界地震工程,2003(1):154-157

[8] Chopra A K,Goel R.A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings.Earthquake Engineering and Structural Dynamics,2002,31(1):561-582

[9] Tysh Shang Jan,Ming Wei Liu.An Upper-Bound Pushover Analysis Precedure for Estimating the Seismic Demands of High-Rise Buildings.Engineering Structures,2004,26:117-128

[10] Miranda E,Garcia JG.Evaluation of Approximate Methods to Estimate Maximum lnelastic Displacement Demands.Earthquake Engineering and Structural Dynamics,2002,31:539-560

[11] 杨溥,李英民.能力曲线折线简化方法对比研究.重庆建筑大学学报,2005.27(4):59-63

施引文献

资源附件(0)

访问统计