Seismic Analysis of Steel Structures Using Friction Dampers

Author:

Oance I S,Gelmambet S

Abstract

Abstract In modern seismic design, damping devices are used to increase the capacity of structures to dissipate energy. This paper evaluates the efficiency of using a passive friction damper system in a structure compared with typical structures and the influence of the damper’s capacity on the structural response. The analysis concludes that dampers with lower capacity slip more times during earthquake than dampers with bigger capacity but the acceleration result increases.

Publisher

IOP Publishing

Subject

General Medicine

Reference11 articles.

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2. Seismic analysis of RC Structures Using Friction Dampers;Khannavar;International Journal for Research in Applied Science & Engineering Technology (IJRASET),2017

3. Performance of steel frames with novel friction damper – testing and numeral simulations;Muala,2000

4. Response of friction damped braced frames;Pall;J Struct Div ASCE 1982,1982

5. Slotted bolted connections in a seismic design of concentrically braced connections;Fitzgerald;Earthquake Spectra EERI 1989,1989

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Review on effectiveness of friction damper in non-orthogonal frame structure;INTERNATIONAL CONFERENCE ON MATERIALS ENGINEERING AND MANUFACTURING SYSTEMS: ICMEMS2022;2023

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