Evaluation of the inelastic spectrum design method for two degree-of-freedom structures under earthquake loading-Reference-Cited by-同舟云学术

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Evaluation of the inelastic spectrum design method for two degree-of-freedom structures under earthquake loading

Published:1983-10 Issue:4 Volume:5 Page:247-254
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Baggett J.F.,Martin J.B.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference6 articles.

1. Behaviour of structures during earthquakes;Housner;J. Eng. Mech. Div., ASCE,1959

2. Seismic design criteria for nuclear reactor facilities;Newmark,1969

3. Procedures and criteria for earthquake resistant design;Newmark,1973

4. Response of ground-excited elastoplastic systems;Veletsos;J. Struct. Div., ASCE,1971

5. Inelastic response spectra for aseismic building design;Lai;J. Struct. Div., ASCE,1980

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A Developed Transfer Matrix Method for Analysis of Elastic–Plastic Behavior of Structures;International Journal of Steel Structures;2021-07-31

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