000019868 001__ 19868
000019868 005__ 20170118182340.0
000019868 04107 $$aeng
000019868 046__ $$k2017-01-09
000019868 100__ $$aWu, Chiun-Lin
000019868 24500 $$aReversed Cyclic Tests of Cylindrical Concrete Containment Structures

000019868 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019868 260__ $$b
000019868 506__ $$arestricted
000019868 520__ $$2eng$$aNuclear containment structure is one of the most important infrastructure systems ensuring the safety of a nuclear power plant. In this paper, the structural behavior of the cylindrical vessels were investigated using two 1/13-scaled nuclear containment specimens subjected to reversed cyclic loadings. The presentation will first describe the test program and the test specimens, including the dimensions, the reinforcement detailing, the test setup, and the loading method. Second, the experimental results of the specimens are discussed including the cracking patterns, the total load versus displacement curves and the failure modes. Third, the test results were compared to the analytical results predicted at University of Houston using a 3-D finite element program with the CSMM-based shell elements. The predicted results agree very well with the experimental data.

000019868 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019868 653__ $$aRC containment vessel, cyclic test, scaled model

000019868 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019868 720__ $$aWu, Chiun-Lin$$iHsu, Thomas T.C.$$iYang, Hsuan Chih
000019868 8560_ $$ffischerc@itam.cas.cz
000019868 8564_ $$s1166997$$uhttps://invenio.itam.cas.cz/record/19868/files/4575.pdf$$yOriginal version of the author's contribution as presented on USB, paper 4575.
000019868 962__ $$r16048
000019868 980__ $$aPAPER