A comparison of seismic low cycle fatigue and extremely low cycle fatigue on steel moment frames with reduced beam section connection (RBS)

Author:

Ghaderi Mohsen,Gerami Mohsen,Vahdani Reza

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,General Materials Science,Modeling and Simulation

Reference43 articles.

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2. Fracture of steel during an earthquake – state-of-the-art in Japan;Kuwamura;Eng Struct,1998

3. Nastar Navid. The effect of higher modes on earthquake fatigue damage to steel moment frames. Thesis presented to the University of Southern California in partial fulfillment of the requirements for the degree of Doctor of Philosophy; 2008.

4. Ricles JM, Mao C, Lu LW, Fisher JW. Development and evaluation of improved details for ductile welded unreinforced flange connections. Final report, SAC Task 7.05. ATLSS Report No. 00-04; 2000, August.

5. FEMA 274. NEHRP Commentary on the guidelines for the seismic rehabilitation of buildings; 1997, October.

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