| 应用力法计算弹性地基中的刚架 |
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| 引用本文： | 张光富.应用力法计算弹性地基中的刚架[J].西安科技大学学报,1993(2). |
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| 作者姓名： | 张光富 |
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| 作者单位： | 西安矿业学院建筑工程系 |
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| 摘 要： | 建立在温克尔假定基础上,以有限个弹簧支座代替弹性地基的效应,本文首次提出应用传统的力法原理,建立了含有五,六湾矩的方程,用于解决处于弹性地基中具有侧移刚架的内力与变形问题。公式简明,便于微机计算。
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| 关 键 词： | 温克尔假定 弹簧支座 力法原理 刚架 |
COMPUTATION OF THE RIGID FRAMES ON ELASTIC FOUNDATION WITH FORCE METHOD |
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| Zhang Guangfu.COMPUTATION OF THE RIGID FRAMES ON ELASTIC FOUNDATION WITH FORCE METHOD[J].JOurnal of XI’an University of Science and Technology,1993(2). |
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| Authors: | Zhang Guangfu |
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| Institution: | Zhang Guangfu |
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| Abstract: | According to the Winkler's assumption, using finite spring-pedestals instead of elastic foundation effect, the paper has firstly set up the equation of fifth or sixth moment with the traditional principle of force method for solving internal forces and deformations of side-shifting rigid frame on elastic foundation. The formula is simple and clear. It is convenient to compute with computer. |
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| Keywords: | Winkler's assumption spring-pedestal principle of force method rigid frame |
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