近、远断层地震作用下单跨桥梁一般功能支座模型分析及结构响应识别

IF 1.5 4区 工程技术 Q3 MECHANICS Journal of Mechanics Pub Date : 2022-01-01 DOI:10.1093/jom/ufac041
A. M. Ummati, Chih-Shian Chen, Ren‐Zuo Wang, Chung-Yue Wang
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引用次数: 0

摘要

对某采用橡胶支座作为隔震体系的单跨桥梁进行了地震分析。传统的桥梁抗震设计要求整个结构完美连接,以避免中断地震能量从地面通过桥梁的传递。这种典型设计的桥梁需要很高的建造成本,因为需要巨大的桥梁部分来抵抗地震力的需求。因此,台湾的许多桥梁都是在柱和梁之间设计橡胶支座,而没有锚固系统。因此,由橡胶位移引起的桥梁运动是允许的,但必须容纳滑动位移以限制运动。滑动位移是利用橡胶与梁、柱的上下界面滑动所产生的摩擦力来耗散传递给结构的地震输入能量的方法。通过引入表面摩擦的作用,可以减小传递给结构的剪力,优化桥梁性能。通用功能支座模型(GFBM)分析是一种不考虑摩擦和恢复力作用的橡胶支座分析方法。与传统方法相比,采用GFBM分析设计的橡胶支座可以降低桥梁刚度和桥面加速度,并且只需控制滑动位移,更加方便。本研究提出GFBM分析法来模拟台湾地区桥梁实际情况中所反映的橡胶支座。
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Analysis of general functional bearing model in a single-span bridge to identify structure response and suitable friction coefficient under near- and far-fault earthquakes
Analysis of a single-span bridge with rubber bearing as the isolation system is performed under earthquakes. The conventional bridge seismic design requires the whole structure to be perfectly connected to avoid interrupting the transfer of earthquake energy from the ground through the bridge. A bridge with this typical design requires a high-cost construction due to the need for a huge section of the bridge to resist the earthquake force demand. Thus, many bridges in Taiwan are designed with a rubber bearing only put in between the column and girder without an anchor system. Thus, the bridge movement by rubber displacement is permissible, but the sliding displacement must be accommodated to limit the movement. The sliding displacement is the method to exploit the friction force provided by the sliding on the top and bottom interface of the rubber with the girder and column to dissipate the earthquake input energy transmitted to the structure. By involving the role of surface friction, the shear force transmitted to the structure can be reduced and the bridge performance optimized. General Functional Bearing Model (GFBM) analysis is a rubber bearing analysis which unmerges the function of friction and restoring force. In contrast with the conventional method, the rubber bearing designed with GFBM analysis may reduce the bridge stiffness and deck acceleration, and it is more convenient because only sliding displacement needs to be controlled. This research proposed GFBM analysis to simulate the rubber bearing that is reflected in the real conditions of bridges in Taiwan.
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来源期刊
Journal of Mechanics
Journal of Mechanics 物理-力学
CiteScore
3.20
自引率
11.80%
发文量
20
审稿时长
6 months
期刊介绍: The objective of the Journal of Mechanics is to provide an international forum to foster exchange of ideas among mechanics communities in different parts of world. The Journal of Mechanics publishes original research in all fields of theoretical and applied mechanics. The Journal especially welcomes papers that are related to recent technological advances. The contributions, which may be analytical, experimental or numerical, should be of significance to the progress of mechanics. Papers which are merely illustrations of established principles and procedures will generally not be accepted. Reports that are of technical interest are published as short articles. Review articles are published only by invitation.
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