隔振-阻尼混合控制系统与传统结构系统的抗震性能研究与比较

A. A. Mazloum, M. A. Afshar
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引用次数: 2

摘要

本文介绍了一种包含局部隔振器和阻尼器的混合结构体系,并在常规结构上对其性能和功能进行了研究。为此,根据有效规范设计了一栋六层的钢筋混凝土框架建筑,然后在四种情况下,根据跨度的数量,将其分成两个独立的相邻框架。在一个框架的柱子下面进行基础隔离,而另一个框架的柱子的底部连接保持固定,粘性阻尼器在同一楼层的两个相邻框架之间提供连接。对三次近断层地震和三次远断层地震进行了非线性时程分析和频域分析。评估了四种混合动力情况下层间的位移、漂移、加速度和剪力,以及阻尼器和隔振器的非线性滞回特性。结果表明,在大多数情况下,采用新的混合控制方法可以减轻常规结构体系中观测到的所有类型地震运动的恶化效应。其中2隔震柱-5固定柱和3隔震柱-4固定柱两种情况对减震性能和结构反应的影响最为显著。此外,位移和加速度相对于地面加速度的频率响应函数表明,在包括所有固有频率在内的广泛频率范围内,这两种情况进一步抑制了有限情况的响应。由于减少了约50-70%的基础隔离器的数量(与完全隔离相比),导致相当大的施工成本节约。尽管ASCE7-10规范限制在结构上单独使用基隔振器和阻尼器,但采用这两种耗散装置的组合技术可以克服这一限制。
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Study and Comparison of Seismic Behaviour of Isolator-Damper Hybrid Control System with Conventional Structural Systems
In this paper, in addition to introduce a hybrid structural system contained local isolators and dampers, its behavior and functional capabilities were studied on a conventional structure. For this purpose, an RC frame building with six-story was designed based on valid codes and then, in four cases based on the number of spans, it was split into two separate adjacent frames. Base isolation was done underneath the columns of one frame, while the bottom connections of the other frame’s columns were remained fixed and viscous dampers provided the connection of two adjacent frames on the same floors. Nonlinear time history analysis (NTHA) under three near-fault and three far-fault earthquakes and frequency-domain analysis are performed. Displacement, drift, acceleration and shear forces of the stories in the four proposed hybrid cases with two limited cases, full base-isolated and full base-fixed frames, as well as nonlinear hysteresis behavior of a damper and an isolator are assessed. The results showed that using the novel hybrid control method in most cases can mitigate deteriorating effects of all types of seismic motions observed in the conventional structural systems. However, among them, two cases (2 isolated columns -5 fixed columns and 3 isolated columns -4 fixed columns) had the best significant influence on seismic performance and structural response reduction. Furthermore, frequency response functions of displacement and acceleration with respect to ground acceleration demonstrated that the two proposed cases further suppress the responses of the limited cases, over a wide range of frequencies including all natural frequencies. Due to decrease about 50-70% in the number of base isolators (compared to full isolation) lead to considerable construction cost savings. In spite of the limitation of ASCE7-10 code on separately using base isolators and dampers on structure, applying the proposed combination technique of these two dissipating devices can overcome the limitation.
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来源期刊
Journal of Rehabilitation in Civil Engineering
Journal of Rehabilitation in Civil Engineering Engineering-Building and Construction
CiteScore
1.60
自引率
0.00%
发文量
0
审稿时长
12 weeks
期刊最新文献
Damage Sensitive-Stories of RC and Steel Frames under Critical Mainshock-Aftershock Ground Motions Evaluation of Intermediate Reinforced Concrete Moment Frame subjected to Truck collision Damage Detection in Prestressed Concrete Slabs Using Wavelet Analysis of Vibration Responses in the Time Domain Rehabilitation of Corroded Reinforced Concrete Elements by Rebar Replacement Risk assessment and challenges faced in repairs and rehabilitation of dilapidated buildings.
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