Seismic response of mid-rise steel MRFs: the role of geometrical irregularity, frequency components of near-fault records, and soil-structure interaction

Author:

Mashhadi Sima,Asadi Azita,Homaei Farshad,Tajammolian Hamed

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference66 articles.

1. Alavi B, Krawinkler H (2001) Effects of near-fault ground motions on frame structures. John A, Blume Earthquake Engineering Center Stanford

2. Alavi B, Krawinkler H (2004) Behavior of moment-resisting frame structures subjected to near-fault ground motions. Earthqake Eng Struct Dynam 33:687–706

3. ASCE7–16 (2017) Minimum design loads and associated criteria for buildings and other structures (ASCE/SEI 7–16) American Society of Civil Engineers

4. ATC (2005) Improvement of nonlinear static seismic analysis procedures Applied technology council FEMA region II

5. ATC and SEA (1978) Tentative provisions for the development of seismic regulations for buildings: a cooperative effort with the design professions, building code interests, and the research community (Vol. 3, No. 6) Applied technology council and structural engineers association of California, Department of Commerce, National Bureau of Standards

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