000018468 001__ 18468
000018468 005__ 20170118182223.0
000018468 04107 $$aeng
000018468 046__ $$k2017-01-09
000018468 100__ $$aSuwada, Haruhiko
000018468 24500 $$aFull-Scale Static Loading Test on a Five Story Reinforced  Concrete Building (Part3 : Pushover Analysis)

000018468 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018468 260__ $$b
000018468 506__ $$arestricted
000018468 520__ $$2eng$$aThis 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.

000018468 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018468 653__ $$aEffective width of slab, Rigid zone length, Non-linear Pushover analysis

000018468 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018468 720__ $$aSuwada, Haruhiko$$iKato, Hiroto$$iFukuyama, Hiroshi$$iKabeyasawa, Toshikazu$$iMukai, Tomohisa$$iTani, Masanori
000018468 8560_ $$ffischerc@itam.cas.cz
000018468 8564_ $$s851779$$uhttps://invenio.itam.cas.cz/record/18468/files/1511.pdf$$yOriginal version of the author's contribution as presented on USB, paper 1511.
000018468 962__ $$r16048
000018468 980__ $$aPAPER