[1]曹征良,李爱群.多高层建筑结构地震反应非线性分析统一算式[J].深圳大学学报理工版,2003,20(4):108-115.
 CAO Zheng-liang and LI Ai-qun.An Unified Equation for Evaluating Seismic Responses of Multi-story and Tall Building Structures[J].Journal of Shenzhen University Science and Engineering,2003,20(4):108-115.
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多高层建筑结构地震反应非线性分析统一算式()
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《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第20卷
期数:
2003年4期
页码:
108-115
栏目:
土木建筑工程
出版日期:
2003-10-30

文章信息/Info

Title:
An Unified Equation for Evaluating Seismic Responses of Multi-story and Tall Building Structures
文章编号:
1000-2618(2003)04-0108-08
作者:
曹征良1李爱群2
1.深圳大学建筑与土木工程学院, 深圳 518060;
2.东南大学土木工程学院,南京 210018
Author(s):
CAO Zheng-liang1 and LI Ai-qun2
1.College of Architecture and Civil Engineering Shenzhen University, Shenzhen 518060, P .R .China;
2.College of Civil Engineering Southeast University, Nanjing 210018, P. R. China
关键词:
结构地震反应数值积分法拟动力方程
Keywords:
seismic responses of structures step-by-step integration procedure pseudo-dynamic equation
分类号:
TU 311.3; TU 973.212
文献标志码:
A
摘要:
为了直接由动力方程求解多自由度结构体系的动力反应,对常用的3种数值积分法,建立了统一算式——拟动力方程. 该方程具有直观的动力反应特点,物理概念明确,计算步骤简捷.
Abstract:
An unified equation, called pseudo-dynamic equation, is derived from three kinds of step-by-step integration procedures. The purpose is that the dynamic responses of multidegree-of-freedom structural system can be evaluated directly through the dynamic equation of the system. The pseudo-dynamic equation is characterized by dynamic response, and the calculation procedure is simplified.
更新日期/Last Update: 2015-11-13