Effect of higher modes on the seismic response and design of moment-resisting RC frame structures-Reference-Cited by-同舟云学术

Effect of higher modes on the seismic response and design of moment-resisting RC frame structures

Published:2013-11 Issue: Volume:56 Page:417-430
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Maniatakis Charilaos A.,Psycharis Ioannis N.,Spyrakos Constantine C.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference58 articles.

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2. Ultimate-state design of R/C wall-frame structures;Kabeyasawa;Trans Jpn Concr Inst,1985

3. Keintzel E. Ductility requirements for shear wall structures in seismic areas. In: Proc of the 8th world conference on earthquake engineering, vol. 5; 1984. p. 671–7.

4. Seismic design of reinforced concrete and masonry buildings;Paulay,1992

5. Dynamics of structures: theory and applications to earthquake engineering;Chopra,2007

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