Analyses of Nonlinear Models under Low-Cyclic Loading of SRHSHPC Frames
Based on the object-oriented finite element analysis software OpenSEES, a hinged 3-floor 2-span, SRHSHPC frames numerical simulation model was built up, under low cycle loading. Comparing the numerical simulation results with experimental data, the results show that four Gauss integral points of the Nonlinear Beam-Column Element with fiber - model can get best simulation effect. This study can provide theory basis for the SRHSHPC frames numerical simulation and the development of seismic performance.
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
S. S. Zheng et al., "Analyses of Nonlinear Models under Low-Cyclic Loading of SRHSHPC Frames", Advanced Materials Research, Vols. 368-373, pp. 963-966, 2012