Full-Scale Static Loading Test on a Five Story Reinforced Concrete Building (Part3 : Pushover Analysis)
Abstract eng: This paper presents the analytical model for 5 story full-scale RC moment frame with wing walls done at Building Research Institute's laboratory in 2014.To predict the backbone curve of this specimen, non-linear pushover analysis will be performed. In the analysis, effective width of slab and rigid zone length will be focused. The rigid zone length as analytical model is different for used spring model to predict the maximum strength. The backbone curve for each structural components will be calculated using recent proposal equations in Japan. Comparing the test result to calculation results using this analytical model, the validity of analytical model for RC frame with wall will be discussed.
Contributors:
Conference Title:
Conference Title:
16th World Conference on Earthquake Engineering
Conference Venue:
Santiago (CL)
Conference Dates:
2017-01-09 / 2017-01-13
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2017-01-18, last modified 2017-01-18
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