用单层试样模拟多层地板加速度的振动台试验方法

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Chao-Hsien Li, Chia-Ming Uang, Robert B. Fleischman
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引用次数: 0

摘要

本研究将分析和实验研究相结合,开发了一种创新的振动台测试方法,称为地板加速度模拟测试(FAST)。FAST的主要目标是产生一个基本上是弹性响应的单层试件,以复制楼层加速度时程,包括多层建筑中目标楼层在地震中经历非弹性行为的高模态效应。FAST方法非常适合于大多数传统测试方法无法模拟地板隔板的绝对加速度和相关惯性力的实验研究。所提出的方法是基于频域的传递函数来计算测试所需的输入运动。考虑到给定振动台试验设施的物理约束,还提出了用两个响应谱来支撑试验建筑固有频率的准则,以供实际实施。利用NHERI@UCSD大型高性能室外振动台(LHPOST)设施,在一个采用复合楼板的半规模单层钢结构建筑上进行了实验验证。结果证明了FAST的有效性,分析预测和实验结果都证实了FAST的有效性。尽管在本测试程序中,由于表输入运动超调,测量到的楼层加速度幅值超过了目标响应,但测试结果证实FAST准确地再现了预期的频率内容,这表明在多层原型建筑中,在单层测试建筑中,模式效应更高。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Shake Table Testing Methodology for Multistory Floor Acceleration Simulation Using a Single-Story Test Specimen

This study integrates analytical and experimental research to develop an innovative shake table testing method called Floor Acceleration Simulation Test (FAST). The primary objective of FAST is to produce an essentially elastic response of a single-story test specimen to replicate the floor acceleration time history including higher-mode effects of a target floor in a multistory building experiencing inelastic behavior during an earthquake. The FAST method is well suited for experimental research where the absolute accelerations and the associated inertial forces of the floor diaphragms cannot be simulated by the majority of the conventional test methods. The proposed methodology is based on a transfer function in the frequency domain to compute the required input motion for testing. Considering the physical constraints of a given shake table test facility, guidelines with two response spectra to bracket the natural frequency of the test building are also presented for practical implementation. Experimental validation was carried out on a half-scale, single-story steel building featuring a composite floor slab, utilizing the NHERI@UCSD Large High-Performance Outdoor Shake Table (LHPOST) facility. The results demonstrate the effectiveness of FAST, as both analytical predictions and experimental outcomes confirm its validity. Despite instances of measured floor acceleration amplitude exceeding the target response due to table input motion overshooting in this test program, test results confirmed that the FAST accurately reproduced the intended frequency content, indicative of higher mode effects in the multistory prototype building, in the single-story test building.

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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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