针对典型高层建筑的振动台非结构元素模拟器(NEST)的实验实施

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Yuteng Cao, Haoran Fu, Zhe Qu
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引用次数: 0

摘要

非结构性破坏通常在中低地震烈度下的建筑物中占主导地位,对业务中断和经济损失造成重大影响。近几十年来,对建筑物中各类非结构构件进行实验研究和鉴定的需求迅速增长。为了提供一种实验模拟实验室中各种非结构构件真实边界条件的新选择,我们开发了振动台非结构构件模拟器(NEST),这是一种由现有振动台驱动的被动控制三层次结构试验台。本文介绍了 NEST 在一座具有挑战性的 42 层原型高层建筑上的首次实验实施。为了适应原型建筑,对下层结构的动态特性进行了调整,并通过开环控制算法将所需的振动台运动作为一个反向问题来解决。测试结果证明了 NEST 在记录地震地面运动或人工加载协议下复制原型建筑目标楼层历史响应的能力。在所有情况下,楼板加速度的合成相对误差和相关频率范围内的层间漂移在数值域小于 5%,在物理实现中小于 30%。各种非结构构件对次结构运动的地震响应表明,在原型高层建筑的中层,由于地板加速度较小,天花板受到的破坏最小,而室内物品则明显滑动,甚至倾覆。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental implementation of the nonstructural element simulator on shake table (NEST) for an archetype tall building

Nonstructural damage, usually predominates in buildings subjected to low to moderate seismic intensities and contributes significantly to business interruption and economic losses. It promotes a rapidly growing need for experimental research and qualification of various types of nonstructural elements in buildings in the recent decades. To provide a novel option of experimentally simulating the realistic boundary conditions for various nonstructural elements in labs, we developed the Nonstructural Element Simulator on Shake Table (NEST), a passively controlled three-layer substructural testbed driven by existing shake tables. This paper presents the first experimental implementation of NEST on a challenging 42-story archetype tall building. The dynamic properties of the substructure were tuned to adapt the archetype building and the required shake table motions were solved as a reverse problem by an open-loop control algorithm. The test results proved the capability of NEST to replicate the history responses of the target floors in the archetype building under either recorded earthquake ground motion or artificial loading protocols for qualification purposes. In all cases, the synthetic relative error in the floor accelerations and the inter-story drift within the frequency range of interest was less than 5% in the numerical domain and less than 30% in the physical realization. The seismic responses of a variety of nonstructural elements to the substructural motions show that, in the mid-story of the archetype tall building, the ceiling sustained minimum damage because of the small floor acceleration while the indoor contents slid significantly and even overturned.

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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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