题名: |
Experimental and Numerical Investigation of Strongback Braced Frame System to Mitigate Weak Story Behavior |
其他题名: |
Aiken,I.D.,and Kelly,J.M.(1990)."Earthquake simulator testing and analytical studies of two energy-absorbing systems for multistory structures."Rep.No.UCB/EERC-90-03,Earthquake Engineering Research Center,Univ.of California,Berkeley,CA. |
正文语种: |
英文 |
作者: |
Barbara G. Simpson |
关键词: |
Earthquake-resistant design;Steel braced frames;Inelastic behavior;Buckling-restrained braces;Seismic retrofit; Full-scale tests; Seismic effects |
摘要: |
Multistory steel braced frames tend to concentrate damage in a few weak stories in response to severe earthquake shaking. This paper presents the numerical and experimental results for a strongback system, a modification of the conventional braced frame that uses an essentially elastic truss that vertically spans the structure's height to delay or prevent weak-story behavior. A cyclic test is performed on a nearly full-scale two-story specimen in which the strongback is introduced as a seismic retrofit of an existing vintage-era concentrically braced frame. The retrofit design is composed of two halves: an inelastic truss using a buckling-restrained brace (BRB) to dissipate seismic input energy and an elastic vertical truss designed to control weak-story behavior. The strongback specimen prevented formation of a weakstory mechanism and mobilized the reserve strength of other structural components, even after the core of the BRB ruptured. Test results establish that the strongback system can be a successful method of mitigating weak-story behavior. A simple numerical model incorporating a low-cycle fatigue material is able to predict the global response of the frame, including the rupture of the BRB. |
出版年: |
2018 |
论文唯一标识: |
P-26Y2018V144N02031 |
英文栏目名称: |
TECHNICAL PAPERS |
doi: |
10.1061/(ASCE)ST.1943-541X.0001960 |
期刊名称: |
Journal of Structural Engineering |
拼音刊名(出版物代码): |
P-26 |
卷: |
144 |
期: |
02 |
页码: |
364-377 |