Simulation of the cyclic behavior of J-shaped steel hysteresis devices and study on the efficiency for reducing earthquake responses of space structures

Author:

Kato Shiro,Kim Yun-Beom,Nakazawa Shoji,Ohya T.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Kato S, Ishikawa K Materially non-linear stability of a double-layer grid due to vertical earthquake motions. In: Proceedings of IASS symposium. 1986. p. 9–16

2. Mukai H, Wada A Earthquake response analysis of an one-way long-span truss structure with consideration of member buckling. In: The 4th international conference on computing in civil and building engineering. 1991. p. 251–8

3. Earthquake resistant capacity of double layer latticed dome due to vertical motions;Ishikawa;J Struct Constr Eng, AIJ,1993

4. Behavior of double-layer space trusses constructed on the top of buildings under the excitation of vertical seismic motion;Tada;J Struct Constr Eng, AIJ,1993

5. Study of dynamic collapse of single layer reticular domes subjected to earthquake motion and the estimation of statically equivalent seismic forces;Kato;Int J Space Struct,1997

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