| 框排架结构变形能力的试验研究及理论分析 |
| |
| 引用本文： | 白晓红,白国良.框排架结构变形能力的试验研究及理论分析[J].工业建筑,2010,40(7). |
| |
| 作者姓名： | 白晓红 白国良 |
| |
| 作者单位： | 1. 河南科技大学规划与建筑工程学院,河南,洛阳,471003
2. 西安建筑科技大学土木工程学院,西安,710055 |
| |
| 基金项目： | 国家自然科学基金，教育部博士点专项基金 |
| |
| 摘 要： | 针对工业厂房中框排架结构偏心、不规则的特点,以某火力发电厂主厂房为原型,建立整体结构的空间计算模型,分别进行模态分析和水平双向地震作用下的弹塑性时程分析,结合前期拟动力和伪静力试验研究,重点研究了该类结构的动力特性及整体的变形能力。研究结果表明:结构纵、横向刚度相差较大,扭转效应明显,且薄弱部位较多,在设计中应予以重视。
|
| 关 键 词： | 框排架结构 弹塑性时程分析 双向偏心 不规则性 拟动力试验 |
EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE |
| |
| Bai Xiaohong,Bai Guoliang.EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE[J].Industrial Construction,2010,40(7). |
| |
| Authors: | Bai Xiaohong Bai Guoliang |
| |
| Abstract: | Because of the eccentricity and irregularity of the frame-bent structure for an industrial workshop,based on the prototype of the principal workshop of a thermal power plant,the spatial computational model of integral structure was established,modal analysis and elastoplastic time history analysis under two-directional horizontal earthquake were made. Combined with the former pseudo-dynamic experiment and quasi-static experiment,the dynamic properties and the spatial deformation performance were studied on ... |
| |
| Keywords: | frame-bent structure elastoplastic time-history analysis biaxial eccentric irrcgularity pseudo-dynamic experiment |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
