ULTIMATE ENERGY ABSORPTION CAPACITY OF SLIT-TYPE STEEL PLATES SUBJECTED TO SHEAR DEFORMATIONS

Author:

,OH Sang-Hoon1,AKIYAMA Hiroshi1

Affiliation:

1. Dept. of Architecture, Faculty of Eng., Univ. of Tokyo

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference9 articles.

1. 1) FUKUMOTO T. A Study on steel Damper with Honeycomb shaped-Openings. Annual Meeting (Summaries of A. I. J.). (1989)

2. 2) SUGIYAMA S. Development and application of T-shaped elasto-plastic damper. "Symposium on a new direction in seismic design" Tokyo. (1995)

3. 3) NAOKI T. A study on Steel Plate D. with Honeycomb-s. Openings s. to Low Cycle F.. A. I. J.. (1991) vol.37B,

4. 4) KATO B. Predictable properties of material under incremental cyclic loading. IABS, Preliminary Publication, Lisbon. (1973) p.119-124.

5. 5) AKIYAMA H. Ultimate Energy Absorption Capacity of Round-Shape Steel Rods Subjected to Bending. Trans. A. I. J.. (1995) vol.475,

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