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作 者:兰琼[1]
机构地区:[1]昆明冶金高等专科学公共课部,云南昆明650033
出 处:《昆明冶金高等专科学校学报》2001年第2期21-24,27,共5页Journal of Kunming Metallurgy College
摘 要:在工程设计或结构工程事故分析处理中,常对墙梁受力进行计算,现提出计算简支墙梁的力学模拟法,可使常规的正截面计算简化。特别是对开洞墙梁,若按规范法对洞边截面和跨中截面进行计算,需要许多道公式,并且需要求解许多系数,十分繁杂。运用简支墙梁的力学模拟计算,可使概念清楚,计算时间缩短,且实用性强,能满足工程设计的要求。: In the analysis of the accidents happened in the engineering design and structure; We often calculate the compression of the wall beam. The simulated methods of calculating the simple bearing wall beam makes the calculation of the front tangent plane very simple; especially to the wall beam with a door. If we calculate the tangent plane of the door and the middle tangent plane in standar way; we needs a lot of formulae and have to solve a lot of coefficients. This is very complicated. With the simulated methods of calculating the simple bearing wall beam; the conception has become very clear; and it has shorten the time of calculation; it has been proved very practical and it can meet the needs of the project design.
关 键 词:简支墙梁 规范法 力学模拟法 偏心距 轴拉力 托梁配筋 建筑工程
分 类 号:TU223[建筑科学—建筑设计及理论]
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