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- W2513792791 abstract "Literature shows a considerable uncertainty and large differences between seismic codes in evaluating the maximum allowable drift in shear walls. A review of the maximum allowable drift presented in some selective seismic codes show that values range from h/50 to h/2000, where h is the story height. This difference has created a question among engineers as to which value is correct and what value should be used when evaluating the allowable drift. The purpose of this article is to use structural dynamics and finite element method along with reinforced concrete design to relate the maximum drift at the top to the maximum allowable strain at the bottom of a shear wall and consequently obtain a formula that can be used to determine the maximum allowable drift in a shear wall taking into consideration the effect of a cracked reinforced concrete section. Evaluation of the results show that the formula suggested in this article provides average values between the conservative results of the French code PS92 and the high drift results of UBC and IBC." @default.
- W2513792791 created "2016-09-16" @default.
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- W2513792791 date "2011-01-01" @default.
- W2513792791 modified "2023-09-27" @default.
- W2513792791 title "Drift Limitations in a Shear Wall Considering a Cracked Section" @default.
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