Effect of multiaxial strain amplitudes on the cyclic behavior for SN490B steel under proportional loading

Author:

Teramae Umi,Hiyoshi Noritake,Hirata Hiroshi,Teranishi Masaki,Kaneko Kensaku

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Seismic activities along the Nankai trough;Mochizuki;Bull. Earthq. Res. Inst. Univ. Tokyo,2003

2. Kamae, K., Kawabe, H. & Irikura, K. Strong-ground motion prediction for huge subduction earthquakes using a characterized source model and several simulation techniques. 13th World Conf. Earthq. Eng. 655 (2004).

3. Hirata, H., Tokinoya, H. & Suzui, Y. Seismic Performance Evaluation of Steel Beams in Super High-Rise Buildings against Long-Period Earthquake Ground Motions. Report of Obayashi Corporation Technology Research Institute 76, (2012). (in Japanese).

4. Seismic resistance capacity of high-rise buildings subjected to long-period ground motions: E-defense shaking table test;Chung;J. Struct. Eng.,2010

5. Effect of welding thermal cycles and cold working on fracture toughness of SN490 steel under static and dynamic loading;Qiu;Mater. Sci. Technol.,2003

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