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| 关于6度区抗震设计中某些问题的探讨 | |
| 引用本文： | 李辉. 关于6度区抗震设计中某些问题的探讨[J]. 浙江工业大学学报, 2005, 33(3): 349-352 |
| 作者姓名： | 李辉 |
| 作者单位： | 浙江工业大学,人事处,浙江,杭州,310032 |
| 摘 要： | 对6度区抗震设计中的场地判别、节点核心区布筋和转换层设计等问题进行阐述,并通过层间侧位移、柱轴压比及梁配筋的手工计算结果和计算机程序计算结果之间的比较,对目前6度区抗震设计中存在的问题进行探讨. |
| 关 键 词： | 6度区 抗震设计 探讨 |
| 文章编号： | 1006-4303(2005)03-0349-04 |
| 修稿时间： | 2004-09-18 |
An exploration into certain problems concerning the aseismatic design of region of 6 intensity |
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| LI Hui. An exploration into certain problems concerning the aseismatic design of region of 6 intensity[J]. Journal of Zhejiang University of Technology, 2005, 33(3): 349-352 | |
| Authors: | LI Hui |
| Abstract: | This article covers such problems as judgment of sites, arrangement of reinforcement in central part of joint node and design of transfer storey. By comparing the calculating results of computer programs with that of manual calculation regarding the horizontal displacement between layers, the axial force ratio of pillar and reinforcement of beam, this article makes a study of problems which lie in the aseismatic design of region of 6 intensity . |
| Keywords: | region of 6 intensity aseismatic design exploration |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |