Seismic Behaviour Assessment of Steel Moment Resisting Frames Under Near-Field Earthquakes

Author:

Taiyari Farshad,Formisano AntonioORCID,Mazzolani Federico M.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference23 articles.

1. Alavi, B., & Krawinkler, H. (2004). Behavior of moment resisting frame structures subjected to near-fault ground motions. Earthquake Engineering and Structural Dynamics, 33(6), 687–706.

2. Archuleta, R. J., & Hartzell, S. H. (1981). Effects of fault finiteness on near-source ground motion. Bulletin of the Seismological Society of America, 71(4), 939–957.

3. ASCE 7. (2016). Minimum design loads for buildings and other structures. ASCE/SEI 7-16, Reston, VA, American Society of Civil Engineers.

4. ATC-19. (1995). Structural response modification factors. Redwood City: Applied Technology Council.

5. ATC-3-06. (1978). Tentative provisions for the development of seismic regulations for buildings. Redwood City: Applied Technology Council.

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