Though the pseudo - static test of three prototype - modal sandwich wall with angled - steel column , seismic behavior are discussed . based on the concrete nonlinear analyzing theory , this paper constructed the finite element modal by ansys program and proved the modal by test result . designed & further improved methods are presented on the conclusion of tests and calculations 本文通過對三個(gè)角鋼邊框復(fù)合剪力墻板的原型擬靜力試驗(yàn),研究了角鋼邊框復(fù)合剪力墻的抗震性能,同時(shí)在現(xiàn)有混凝土非線型分析理論的基礎(chǔ)上,采用ansys有限元分析程序建立了墻板的有限元模型,結(jié)合試驗(yàn)數(shù)據(jù)對模型進(jìn)行了驗(yàn)證。