我国现行抗震设计规范中给出的反应谱依赖于两个参数，即地震烈度和场地土类别。
The response spectrum given by present design standards depends on two parameters, i. e. earthquake intensity and site classification.
本文对各种形式的弹塑性反应谱的研究进行了综合讨论，并指出要使弹塑性反应谱能用于抗震设计应解决的关键问题。
This paper discusses the various kinds of elastic-plastic response spectra and points out the key problem which must be solved for their use in seismic design.
几十年来，先后诞生了拟静力方法、反应谱方法、时程分析方法、基于性能的设计方法等抗震设计方法。
For the recent decades, the pseudo static method, the response-spectrum analysis, time-history analysis, performance-based design method, spring out early or later.
本文根据建筑结构抗震规范规定的振型分解反应谱法和时程分析法，对采用消能减振装置加固的北京饭店西楼进行分析与设计。
The seismic structural analyses and design are carried out by means of response spectrum and time history methods for the west wing of Beijing Hotel.
基于平稳随机振动理论，推导了一般阻尼结构体系反应谱组合方法，以满足大跨度桥梁等结构抗震设计的需要。
A spectral combination rule is proposed based on the theory of random vibration of structures for the need of aseismic design of Bridges, etc.
非线性反应谱是基于性能的抗震设计理论中亟待解决的基础性课题之一。
Inelastic seismic design spectra is one of the fundamental research in performance-based seismic design that needs to be solved urgently.
本文结合抗震设计规范反应谱，给出了一个附加非线性流体粘滞阻尼器结构的抗震设计方法。
This paper presents a seismic design method for existing buildings equipped with nonlinear fluid viscous dampers (FVD).
本文结合抗震设计规范反应谱，给出了一个附加非线性流体粘滞阻尼器结构的抗震设计方法。
This paper presents a seismic design method for existing buildings equipped with nonlinear fluid viscous dampers (FVD).
应用推荐