Comparison of Seismic Design Provisions and Practices for Assessment of Seismic Demand and Capacity in Japan and the United States
Comparison of Seismic Design Provisions and Practices for Assessment of Seismic Demand and Capacity in Japan and the United States
复制标题
日本和美国地震需求和能力评估的抗震设计规定和实践比较
DOI：
10.11273/jssc1994.12.71
复制
发表时间：
2005
影响因子：
5.4
通讯作者：
M. Nakashima
中科院分区：
文献类型：
--
作者：
M. Kato;A. Kusaka;M. Nakashima
本文介绍了对美国和日本抗震设计规范和规定的研究。近年来，美国的抗震设计方法在设计地震荷载方面有所不同，特别是在非线性静力过程和动力分析中的建筑物抗震修复方面。概述了美国的设计规范和规定，以及美国和日本之间作为设计地震荷载和动力程序的谱响应加速度的比较，然后介绍了作为非线性静力程序的目标位移估计方法。
This paper presents a study on U.S. and Japanese seismic design code and provisions. Recently, seismic design method in U.S. is varied in design seismic load, and especially for seismic rehabilitation of buildings in nonlinear static procedure and dynamic analysis. Overview of design codes and provisions in U.S. and comparison of spectral response acceleration as design seismic load and dynamic procedure between U.S. and Japan are presented, then method for the estimation of target displacement as the nonlinear static procedure is introduced in this paper.