Seismic control design for slip hysteretic timber structures based on tuning the equivalent stiffness

Author:

Pu Wuchuan,Liu Changcheng,Zhang Hang,Kasai Kazuhiko

Funder

National Natural Science Foundation of China

Natural Science Foundation of Hubei Province of China

Open Foundation of National Engineering Laboratory for High Speed Railway Construction

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference50 articles.

1. Waugh A, Wells M, Lindegar M. Tall timber buildings: a application of solid timber constructions in multi-story buildings. Proceedings of the international convention of society of wood science and technology and United Nations economic commission for Europe – Timber Committee 2010: Paper SD-5. Geneva, Switzerland.

2. Stiffness and energy degradation of wood frame shear walls;Shenton;Can J Civ Eng,1998

3. Non-linear simulation of shaking-table tests on 3- and 7-storey X-Lam timber buildings;Rinaldin;Eng Struct,2016

4. Rainer JH, Karacabeyli E. Performance of wood-framed construction in earthquakes. Proceedings of the 12th WCEE, New Zealand. Paper No. 2454; 2000.

5. Cyclic behaviour of low-yield-point steel shear panel dampers;Xu;Eng Struct,2016

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