| 屈曲约束支撑核心单元的多波屈曲过程研究 |
| |
| 引用本文： | 吴京, 梁仁杰, 王春林, 石建华. 屈曲约束支撑核心单元的多波屈曲过程研究[J]. 工程力学, 2012, 29(8): 136-142. DOI: 10.6052/j.issn.1000-4750.2010.09.0668 |
| |
| 作者姓名： | 吴京 梁仁杰 王春林 石建华 |
| |
| 作者单位： | 1.东南大学混凝土及预应力混凝土结构教育部重点实验室,南京 210096;;2.东南大学城市工程科学技术研究院,南京 210096 |
| |
| 基金项目： | 国家973计划项目(2007CB714200);国家自然科学基金项目(50878055);江苏省自然科学基金项目(BK2008313) |
| |
| 摘 要： | 屈曲约束支撑核心单元的受力形态是影响其低周疲劳特性和滞回特性的重要因素。基于屈曲约束支撑核心单元的受力特点,建立了基本假定,并依据承受轴向荷载和侧向荷载杆件的平衡方程,推导了核心单元与约束单元点接触和线接触状态下的挠曲线方程,揭示了其在持续增大的轴向力作用下点接触、线接触和新波生成交替出现的多波屈曲过程。算例分析表明:该文提出的计算公式与数值分析计算结果相一致,可用以描述核心单元在约束单元内的受力特性。
|
| 关 键 词： | 屈曲约束支撑 限制失稳 接触 多波屈曲 挠曲线 |
| 收稿时间： | 2010-09-16 |
| 修稿时间： | 2010-12-29 |
RESARCH ON THE MULTI-WAVE BUCKLING PROCESS OF THE CORE COMPONENT OF THE BUCKLING-RESTRAINED BRACE |
| |
| WU Jing, LIANG Ren-jie, WANG Chun-lin, SHI Jian-hua. RESARCH ON THE MULTI-WAVE BUCKLING PROCESS OF THE CORE COMPONENT OF THE BUCKLING-RESTRAINED BRACE[J]. Engineering Mechanics, 2012, 29(8): 136-142. DOI: 10.6052/j.issn.1000-4750.2010.09.0668 |
| |
| Authors: | WU Jing LIANG Ren-jie WANG Chun-lin SHI Jian-hua |
| |
| Affiliation: | 1.The Key Laboratory on Concrete and Prestressed Concrete Structures of Ministry of Education of China, Southeast University, Nanjing 210096, China;;2.International Institute for Urban Systems Engineering, Southeast University, Nanjing 210096, China |
| |
| Abstract: | The structural behavior of the core component is one of the key factors that influence the low-cycle fatigue and hysteretic character of buckling-restrained brace(BRB).Based on the structural features of the BRB,some basic assumptions are introduced to establish the equilibrium equation of a member subjected to axial and lateral force.Equations are then derived to describe the deflection curve of the core component under the situation of point contact and line contact.The multi-wave buckling process of the core under increasing axial load in turn of point contact,line contact and generation of new wave is revealed.A calculation example illustrates that the derived equations agree well with the numerical results,and the equations can be used to describe the structural behavior of the BRB core. |
| |
| Keywords: | buckling-restrained brace confined buckling contact multi-wave buckling deflection curve |
| 本文献已被 CNKI 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 |
|
