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Low-Rise RC Shear Walls: An Analytical Study of Lateral Load deflection Curves and Its Application
The post-earthqueke reconnaissance reports of the 1999 Chi-Chi earthqueke and the 2006 Yogyakarta earthquake indicated that the low-rise RC buildings were highly prone to earthquake damages. Major problem of the insuficient member strength and the nonductile detailing members caused the insufficient seisnic capacity of building. On the contrary, a significant amount of the low-rise RC buildings with sufficient partition walls survived from the Chi-Chi earthquake. With this evidence and limited knowladge exist on literature, study of the behavior of low-rise RC shear walls is needed. The objective of this study is to develop an analytical model for estimation of load-deflection curves of the low-rise RC sheasr walls which consist of cracking, strength and post strength points.
Bali, Ika - Personal Name
1st Ed.
694.3 Bal l
9783639003864
694.3
An Analytical Study of Lateral Load Deflection Curves and Its Application
Text
English
VDM Verlag Dr. Muller
2008
Germany
215p
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