| 缀条式压弯格构柱设计优化 |
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| 引用本文： | 戴素娟,郭玉,康莉莉. 缀条式压弯格构柱设计优化[J]. 四川建筑科学研究, 2011, 37(5): 39-41 |
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| 作者姓名： | 戴素娟 郭玉 康莉莉 |
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| 作者单位： | 山东科技大学土木建筑学院,山东青岛,266510 |
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| 摘 要： | 压弯构件的截面设计一般采用试凑法和逐次逼近法。通过公式推导,优化了缀条式压弯格构柱的设计方法,可简便快捷地设计出合理的截面。通过实例分析,对优化方法进行了验证。结果表明,优化方法设计的截面能较好地满足缀条式压弯格构柱的稳定性。
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| 关 键 词： | 压弯构件 缀条柱 设计 |
The optimization of the lace-barred lattice column with compressionbending designing method |
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| DAI Sujuan,GUO Yu,KANG Lili. The optimization of the lace-barred lattice column with compressionbending designing method[J]. Building Science Research of Sichuan, 2011, 37(5): 39-41 |
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| Authors: | DAI Sujuan GUO Yu KANG Lili |
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| Affiliation: | DAI Sujuan,GUO Yu,KANG Lili(College of Civil Engineering and Architecture,Shandong University of Science and Technology,Qingdao 266510,China) |
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| Abstract: | The trial-and-error method and successive approximation approach are usually adopted in the section design of compression-bending members.This article optimizes the designing method of lace-barred lattice column with compression-bending to design the rational section simply and rapidly through the formula derivation.The optimal method is verified by example analysis,the result indicates that the section designed by the optimal method can satisfy the stability of lace-barred lattice column with compression-b... |
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| Keywords: | compression-bending member lace bar column design |
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