PKPM软件在建筑结构设计中应注意的问题  

Several Problems of PKPM Software in Building Structure Design

作　　者：范小平[1] 

机构地区：[1]湖北工业大学,武汉430068

出　　处：《重庆建筑》2008年第2期28-30,共3页Chongqing Architecture

摘　　要：主要介绍了PKPM系列软件在建筑结构设计使用中合理确定水平荷载、假定楼板刚度、中梁刚度放大系数、梁端负弯矩调幅系数等方面应注意的问题,并就这些问题进行了较为详细的分析,以保证设计结果的正确性和可靠性。This article mainly introduced some problems of PKPM software that should be considered in building structure design, including determining reasonably the horizontal load, assumed slab rigidity, rigidity amplification coefficient of central beam, the moment modulation coefficient of the beam＇s end, and then elaborated the above problems to ensure the validity and reliability of the results.

关 键 词：PKPM软件 水平荷载 楼板刚度 弯矩调幅系数 

分 类 号：TU318[建筑科学—结构工程] TU311.41