【摘要】 本文采用有限元分析程序对新型梁柱板柱组合结构体系不同高度、不同设防烈度(7度和8度)下的10组算例进行抗震计算。认为新型梁柱板柱组合结构体系有着比普通板柱组合结构更好的抗震性能,经合理设计可突破规范对板柱组合结构的高度限制。更多还原

【Abstract】 Through the finite element analysis program, the paper computed 10 earthquake-resistant examples with different height and defense intensity (7 degree and 8 degree) of the new beam-column and plate-column composite structure. The results shows the new system has better earthquake-resistant behavior and may surmount height control of normative plate column structure id designed rationally.更多还原