Seismic performance evaluation of a novel resilient steel frame with self-centering rocking columns and replaceable energy-dissipating connections for low-rise structures

Author:

Liu Jiawang,Qiu Canxing,Du Xiuli,Liu Hang

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference55 articles.

1. Minimum Design Loads for Buildings and Other Structures,2016

2. ANSI/AISC 341–16 Seismic provisions for structural steel buildings, American Institute of Steel Construction, Chicago, USA, 2016.

3. Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: concept, modelling, and low‐amplitude shake table testing;Wiebe;Earthq Eng Struct Dyn,2013

4. Tremblay, R. , Poirier, L.P. , Bouaanani, N. , Leclerc, M. , Rene, V. , Fronteddu, L. , et al. (2008). Innovative viscously damped rocking braced steel frames. In Proceedings of the 14th world conference on earthquake engineering, Beijing, China, 12–17.

5. Shake table test and numerical study of self‐centering steel frame with SMA braces;Qiu;Earthq Eng Struct Dyn,2017

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