Use of collision shear walls to minimize seismic separation and to protect adjacent buildings from collapse due to earthquake-induced pounding-Reference-Cited by-同舟云学术

Use of collision shear walls to minimize seismic separation and to protect adjacent buildings from collapse due to earthquake-induced pounding

Published:2008-10-10 Issue:12 Volume:37 Page:1371-1388
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Anagnostopoulos S. A.,Karamaneas C. E.

Publisher

Wiley

Subject

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

Reference28 articles.

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2. Miller RK. Steady vibroimpact at a seismic joint between adjacent structures. Proceedings of the 7th World Conference on Earthquake Engineering, vol. 6, Istanbul, 1980; 57-64.

3. Wada A, Shinozaki Y, Nakamura N. Collapse of building with expansion joints through collision caused by earthquake motion. Proceedings of the 8th World Conference on Earthquake Engineering, vol. 4, San Francisco, 1984; 855-862.

4. The 1985 earthquake: causes and effects in Mexico City;Rosenblueth;Concrete International,1986

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