摘要
框架—剪力墙结构目前在建筑结构中应用较广,现有二维平面力学计算模型现阶段仅根据有无连梁划分为两种结构体系,只要存在连梁简化为刚结体系,否则将作为铰结体系,显然这两种简化无法真实反映其受力情况。本文提出介于两者之间的框架—剪力墙弹性铰结体系,考虑楼板对连梁刚度的增强作用,用连梁刚度来进行结构体系的划分。按不同的结构体系进行内力计算、设计差异较大,本文建立框架—剪力墙弹性铰结体系,使此类结构的内力分析计算、结构构件设计能更好地反映其实际工作状态,对该类结构的理论分析是一个较大的补充。
There are two kinds of structure systems on the structure model of two-dimensional surface frame-shear wall according to the existence of connect beam,namely fix support system and hinge system.Considering the assistance of building plank to the rigidity of connect beam and the existence of distinct variation because of the way of calculation in different structure,a new flexible hinge connect structure system was put forward in this study.Structure system type could be divided according to the rigidity of connect beam.The building up of flexible hinge system of frame-shear wall would make it more practical to the calculation of internal force and designing of structure.Our new system could serve as a complement of structure analysis.
出处
《云南农业大学学报（自然科学版）》
CAS
CSCD
北大核心
2011年第2期272-276,共5页
Journal of Yunnan Agricultural University:Natural Science
关键词
框架
剪力墙
框架-剪力墙
连梁
弯矩
弹性铰
模型
frame
shear-wall
frame-shear wall structure
connecting beam
moment
flexibility hinge
model
