- 摘 要
-
（1 中國華冶科工集團(tuán)有限公司， 北京 100176； 2 北京市建筑設(shè)計研究院有限公司， 北京 100045；
3 北京建筑大學(xué)， 北京 100044）
［摘要］總結(jié)了板柱-剪力墻結(jié)構(gòu)在豎向和水平荷載作用下的設(shè)計計算方法；對無邊梁板柱-剪力墻結(jié)構(gòu)、有邊梁板柱-剪力墻結(jié)構(gòu)以及框架-剪力墻結(jié)構(gòu)進(jìn)行對比分析，探討層數(shù)及邊梁高度對板柱-剪力墻結(jié)構(gòu)體系的自振周期、結(jié)構(gòu)側(cè)移、層間位移角、基底剪力、剪力分配、傾覆力矩等力學(xué)特性的影響；對有邊梁板柱-剪力墻結(jié)構(gòu)和框架-剪力墻結(jié)構(gòu)進(jìn)行動力彈塑性時程分析，討論有邊梁的板柱-剪力墻結(jié)構(gòu)與框架-剪力墻結(jié)構(gòu)的抗震性能、塑性發(fā)展變化，給出有邊梁板柱-剪力墻結(jié)構(gòu)的適用范圍和設(shè)計建議。
［關(guān)鍵詞］板柱-剪力墻結(jié)構(gòu)； 計算方法； 受力性能； 動力彈塑性分析
中圖分類號： TU318 文獻(xiàn)標(biāo)識碼： A文章編號： 1002-848X(2016)S1-0212-07
Influence of spandrel beams on the suitable height of flat plate column-shear wall structures
Li Hongwei1， Zhou Sun2， He Xixi3
(1 China Huaye Group Co., Ltd., Beijing 100176, China; 2 Beijing Institute of Architectural Design,
Beijing 100045, China; 3 Beijing University of Civil Engineering and Architecture, Beijing 100044, China)
Abstract： The calculation method of flat plate column-shear wall structure design in the vertical and horizontal loads were summarized. The flat plate column-shear wall structure with and without spandrel beams and frame-shear wall structure were also compared and analyzed. Meanwhile, the effect of building floors and height of spandrel beams to the flat plate column-shear wall structure′s mechanical properties, such as natural vibration period, structural displacement, interlayer displacement angle, base shear, shear distribution, and capsizing moment were discussed. The dynamic elastic-plastic time history of flat plate column shear wall structure with spandrel beams and frame-shear wall structure has been analyzed. And then the seismic performance, plastic development and change of the flat plate column-shear wall structure with spandrel beams and frame-shear wall structure were discussed. At last, the application scope and some design recommendations of flat plate column-shear wall structure with spandrel beams have been given.
Keywords： flat plate column-shear wall structure; calculation method; mechanical performance; dynamic nonlinear analysis
作者簡介：李宏維，碩士,Email:18810759600@163.com。
