框架结构梁端弯矩调幅计算分析  

Analysis and Calculation of the Amplitude Modulation of Bending Moment of Beam-ends of Frame Structure

作　　者：陈洁姝 

机构地区：[1]山西省第二建筑设计院,长治046000

出　　处：《城市建筑》2014年第30期55-55,共1页Urbanism and Architecture

摘　　要：本文首先分析了框架结构进行弯矩调幅的原因，重点对框架结构梁端弯矩进行调幅和不调幅的理论计算进行了比较，对框架结构进行更加合理地设计。This paper first analyzes the causes of the ampli-tude modulation of bending moment of frame structure, with emphasis on the compare between theoretical calculations of amplitude modulation and that of non-amplitude modulation of bending moment of beam-ends of the frame and, and puts fo-rwards more reasonable design of frame structure.

关 键 词：框架结构 梁端弯矩 调幅计算 

分 类 号：TU375.4[建筑科学—结构工程]