MODELING OF NONLINEAR CYCLIC LOAD BEHAVIOR OF I-SHAPED COMPOSITE STEEL-CONCRETE SHEAR WALLS OF NUCLEAR POWER PLANTS-Reference-Cited by-同舟云学术

MODELING OF NONLINEAR CYCLIC LOAD BEHAVIOR OF I-SHAPED COMPOSITE STEEL-CONCRETE SHEAR WALLS OF NUCLEAR POWER PLANTS

Published:2013-02 Issue:1 Volume:45 Page:89-98
ISSN:1738-5733
Container-title:Nuclear Engineering and Technology
language:en
Short-container-title:Nuclear Engineering and Technology

Author:

ALI AHMER,KIM DOOKIE,CHO SUNG GOOK

Publisher

Elsevier BV

Subject

Nuclear Energy and Engineering

Reference33 articles.

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4. “Ultimate strength of reinforce concrete shear walls under multi-axes seismic loads”;Yoshio;Nuclear Engineering and Design,2007

5. Singh, R.K., Kushwaha, H.S., “Ultimate load capacity of reinforced concrete shear wall for static and dynamic loads”, Transactions of 14th International Conference on Structural Mechanics in Reactor Technology, Lyon, France, SMiRT 14-HKW/14, August, 1997.

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