Seismic performance quantification of buckling-restrained braced RC frame structures under near-fault ground motions-Reference-Cited by-同舟云学术

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Seismic performance quantification of buckling-restrained braced RC frame structures under near-fault ground motions

Published:2020-05 Issue: Volume:211 Page:110447
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Du Ke,Cheng Feng,Bai Jiulin,Jin Shuangshuang

Funder

Scientific Research Fund of the Institute of Engineering Mechanics

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference56 articles.

1. A seismic design implications of near fault San Fernando earthquake records;Bertero;Earthquake Eng Struct Dyn,1978

2. Seismic input motions for nonlinear structural analysis;Bolt;ISET J Earthquake Technol,2004

3. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity;Somerville;Seism Res Lett,1997

4. Interstory drift ratio of building structures subjected to near-fault ground motions based on generalized drift spectral analysis;Yang;Soil Dyn Earthquake Eng,2010

5. Near -source ground motion and its effects on flexible buildings;Hall;Earthquake Spectra,1995

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1. Seismic Risk Assessment and Rehabilitation Method of Existing RCC Structures Using Micro Concrete;Civil Engineering Journal;2023-12-01

2. Effect of pulse on fragility curves of buckling-restrained braced frames;Soil Dynamics and Earthquake Engineering;2023-12

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