PERFORMANCE-BASED DESIGN FOR A SHEAR BUILDING SUBJECT TO DESIGN EARTHQUAKES WITH NON-MONOTONIC DISPLACEMENT SPECTRUM BY USING TIME HISTORY RESPONSE ANALYSIS

摘要：

This paper proposes a stiffness design method for shear buildings subject to a design earthquake with a non-monotonic displacement spectrum. The objective function that is a combination of the fundamental natural period which represents cost and the level of maximum displacements which represents performance is introduced into the design method to find a set of story stiffnesses under response constraints. An inverse problem formulation is used to find the stiffness such that the shear building would exhibit maximum inter-story drifts proportional to specified ones. Several design examples and time history response analyses are performed to demonstrate the validity and the accuracy of the proposed design method.

关键词： Displacement-based Design Non-monotonic Time History Response Analysis

作者: Y. Nagano M. Tsuji K. Uetani

作者单位: Dept. of Architecture and Civil Engineering, Fukui University of Technology, Fukui, Japan Dept. of Urban & Environmental Eng., Graduate School of Eng., Kyoto University, Kyoto, Japan Dept. of Architecture and Architectural Eng., Graduate School of Eng., Kyoto University, Kyoto, Japa

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）