Numerical Investigation of Energy Dissipation Device to Improve Seismic Response of Existing Steel Buildings with Soft-First-Story

Author:

Ahmadi Masoud,Ebadi Jamkhaneh MehdiORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference25 articles.

1. Agha Beigi, H., Christopoulos, C., Sullivan, T., & Calvi, M. (2015). Seismic response of a case study soft-story frame retrofitted using a GIB system. Earthquake Engineering & Structural Dynamics, 44(7), 997–1014.

2. Ahmadi, M. (2012). Developing empirical approaches for determining the axial compressive capacity and compressive strength of confined concrete in circular concrete-filled steel tube columns (in Persian). M.S. thesis, Semnan University.

3. ANSI/AISC360–10 (2010). Specification for Structural Steel Buildings (ANSI/AISC 360–10). American Institute of Steel Construction (AISC), Chicago-Illinois.

4. ASCE/SEI 41 (2006). Seismic rehabilitation of existing buildings: American Society of Civil Engineers, Virginia, USA.

5. ASCE/SEI 7 (2010). Minimum design loads for buildings and other structures. American Society of Civil Engineers, Virginia, USA.

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