Seismic response modification factors of reinforced concrete staggered wall structures

2015 ◽  
Vol 67 (20) ◽  
pp. 1070-1083 ◽  
Author(s):  
Joonho Lee ◽  
Jinkoo Kim
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Wall Structures

scholarly journals Foundations for shear wall structures

1980 ◽  
Vol 13 (2) ◽  
pp. 171-181
Author(s):  
J. R. Binney ◽  
T. Paulay
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Concrete Structures ◽  
Shear Wall ◽  
Design Criteria ◽  
Reinforced Concrete Structures ◽  
Type Design ◽  
Wall Structures

After defining design criteria in general for foundations
of earthquake resisting reinforced concrete structures, principles 
are set out which govern the choice of suitable foundation systems
for various types of shear wall structures. The choice of
foundation systems depends on whether the seismic response of the superstructure during the largest expected earthquake is to be elastic or inelastic. For inelastically responding superstructures, preferably the foundation system should be designed to remain elastic. For elastically responding superstructures, suitable foundation systems may be energy dissipating, elastic or of the rocking type. Design criteria for each of these three foundation types are suggested.

Discussion of “Elasto-Plastic Seismic Response of Reinforced Concrete Frame”

1970 ◽  
Vol 96 (6) ◽  
pp. 1246-1250
Author(s):  
James C. Anderson ◽  
Vitelmo V. Bertero ◽  
O. A. Glogau
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Reinforced Concrete Frame ◽  
Concrete Frame
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