Modal superposition method for seismic design of non-linear multistorey structures-Reference-Cited by-同舟云学术

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Modal superposition method for seismic design of non-linear multistorey structures

Published:1988-07 Issue:5 Volume:16 Page:691-704
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Villaverde Roberto

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference13 articles.

1. ‘Current trends in the seismic analysis and design of high-rise structures’, Chapter 16 in Earthquake Engineering (Ed. ), Prentice-Hall, New Jersey, 1970.

2. Substitute-Structure Method for Seismic Design in R/C

3. Structural Re;Tansirikongkol,1978

4. Equivalent Linearization Techniques

5. Response of Multi-Degree-of-Freedom Yielding Systems

Cited by 9 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. Reduction of seismic vibration in multistorey structures retrofitted with nonlinear viscous dampers using mode summation method;Applied Mathematical Modelling;2020-10

2. Introduction;Theory of Nonlinear Structural Analysis;2014-03-21

3. Displacement estimation of nonlinear structures using the force analogy method;The Structural Design of Tall and Special Buildings;2014-02-12

4. Modal ductility factors of one-story inelastic structures with simple eccentricity;The Structural Design of Tall and Special Buildings;2008-09

5. Approximate modal analysis of multistory symmetrical buildings with restricted inelasticity;The Structural Design of Tall and Special Buildings;2008-06

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