Effect of boundary element details on the seismic deformation capacity of structural walls-Reference-Cited by-同舟云学术

Effect of boundary element details on the seismic deformation capacity of structural walls

Published:2002 Issue:8 Volume:31 Page:1583-1602
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Oh Young-Hun,Han Sang Whan,Lee Li-Hyung

Publisher

Wiley

Subject

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

Reference22 articles.

1. The Design of Ductile Reinforced Concrete Structural Walls for Earthquake Resistance

2. U.S.-Japan quasi static test of isolated wall planar reinforced concrete structure. Report to National Science Foundation, Construction Technology Laboratories, Portland Cement Association, Skokie, IL, 1986.

3. Earthquake resistant structural walls?tests of isolated walls. Report to National Science Foundation, Construction Technology Laboratories, Portland Cement Association, Skokie, IL, 1976.

4. Earthquake resistant structural walls?phase II. Report to National Science Foundation, Construction Technology Laboratories, Portland Cement Association, Skokie, IL, 1979.

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