| 钢管混凝土短柱极限承载力可靠度分析 |
| |
| 引用本文： | 余志武, 贺飒飒. 钢管混凝土短柱极限承载力可靠度分析[J]. 工程力学, 2006, 23(11): 139-144. |
| |
| 作者姓名： | 余志武 贺飒飒 |
| |
| 作者单位： | 中南大学土木建筑学院, 湖南, 长沙, 410075 |
| |
| 摘 要： | 基于《建筑结构可靠度设计统一标准》(GB50068-2001),利用一次二阶矩法(JC法)对圆钢管混凝土轴压短柱的极限承载力进行了可靠度校准。结果表明,钢管混凝土构件的可靠指标随着混凝土强度等级的提高而提高,随着钢材强度、含钢率及套箍指标的提高而降低;此外钢材种类、荷载组合以及荷载效应比等也对钢管混凝土构件可靠指标有一定程度的影响。按照建议的分项系数值,能较好的满足《建筑结构可靠度设计统一标准》可靠指标的要求。
|
| 关 键 词： | 钢管混凝土 短柱 极限承载力 可靠性分析 一次二阶矩验算点法 |
| 文章编号： | 1000-4750（2006）11-0139-06 |
| 收稿时间： | 2005-03-20 |
| 修稿时间： | 2005-03-202005-06-25 |
RELIABILITY ANALYSIS OF ULTIMATE BEARING CAPACITY OF CONCRETE-FILLED TUBULAR STEEL STUB COLUMNS |
| |
| YU Zhi-wu, HE Sa-sa. RELIABILITY ANALYSIS OF ULTIMATE BEARING CAPACITY OF CONCRETE-FILLED TUBULAR STEEL STUB COLUMNS[J]. Engineering Mechanics, 2006, 23(11): 139-144. |
| |
| Authors: | YU Zhi-wu HE Sa-sa |
| |
| Affiliation: | Civil and Architecture College, Central South University, Changsha 410075, China |
| |
| Abstract: | The second moment of first order method(JC method)recommended in Unified Standard for Reliability Design of Building Structures(GB 50068-2001)is applied to analyze the reliability of concrete-filled tubular steel stub columns.It can be concluded that the reliability indexes increase with the increasing strength grade of concrete,reduce with the increase of strength of steel,steel ratio,and casing hoop steel coefficient.Material of steel,load combinations and specific value of loads etc.also influence the reliability index to a certain extent.The results fit Unified Standard for Reliability Design of Building Structures well with the separate coefficient suggested by this paper. |
| |
| Keywords: | composite structure concrete-filled steel stub columns ultimate bearing capacity reliability analysis JC method |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《工程力学》浏览原始摘要信息 |
|
点击此处可从《工程力学》下载全文 |
