| 考虑结构地震反应特性的非结构构件动力加载制度 |
| |
| 引用本文： | 曹宇腾,曲哲,纪晓东.考虑结构地震反应特性的非结构构件动力加载制度[J].世界地震工程,2018,34(4):143-147. |
| |
| 作者姓名： | 曹宇腾 曲哲 纪晓东 |
| |
| 作者单位： | 1. 中国地震局工程力学研究所, 中国地震局地震工程与工程振动重点实验室, 河北 三河 065201;2. 清华大学 土木工程系, 北京 100084 |
| |
| 摘 要： | 我国在非结构构件抗震性能方面的实验研究尚处于起步阶段。首先介绍了美国纽约州立大学布法罗分校非结构构件模拟器的加载制度（UB-NCS加载制度）。在此基础上，为了考虑结构特性对非结构构件地震反应特性的影响，建议以结构在大量地震动作用下的非线性时程反应为依据，确定楼面峰值加速度和最大层间位移沿结构高度方向的分布函数。将其用于UB-NCS加载制度，可得到针对某一具体结构中位于某一楼层的非结构构件的位移时程加载曲线。该方法在对非结构构件进行检测加载时，能够考虑其所在结构的非线性地震反应特性，可用于研究不同的结构体系或地震损伤控制技术在减轻非结构震害方面的效果。
|
| 关 键 词： | 非结构构件 结构动力特性 楼面峰值加速度 振动台试验 动力试验 |
Dynamic loading protocol for experiments of non-structural components considering the seismic response characteristics of building structures |
| |
| CAO Yuteng,QU Zhe,JI Xiaodong.Dynamic loading protocol for experiments of non-structural components considering the seismic response characteristics of building structures[J].World Information On Earthquake Engineering,2018,34(4):143-147. |
| |
| Authors: | CAO Yuteng QU Zhe JI Xiaodong |
| |
| Affiliation: | 1. Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, CEA, Hebei 065201, China;2. Department of Civil Engineering, Tsinghua University, Beijing 100084, China |
| |
| Abstract: | The experimental research on the seismic performance of non-structural components in China is still very limited. Following an introduction to the loading protocol of the Non-structural Component Simulator at the State University of New York at Buffalo (UB-NCS), this paper proposes to obtain the height-wise distributions of peak floor acceleration and maximum story drift of a specific building by nonlinear time history analysis and use the thus-obtained distributions in the UB-NCS protocol to determine the structure-specific loading protocol. This method allows an experimental assessment of non-structural components to consider the effect of the seismic response characteristics of the structure of concern. Therefore, it is suitable for experimental studies on the performance of various structural systems or seismic damage control techniques in protecting nonstructural components. |
| |
| Keywords: | nonstructural component structural dynamic properties peak floor acceleration shaking table test dynamic test |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《世界地震工程》浏览原始摘要信息 |
|
点击此处可从《世界地震工程》下载全文 |
