Evaluation of seismic performance factors for dual steel SMF-SCBF systems using FEMA P695 methodology-Reference-Cited by-同舟云学术

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Evaluation of seismic performance factors for dual steel SMF-SCBF systems using FEMA P695 methodology

Published:2022-12 Issue: Volume:163 Page:107506
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Bakhshivand Ehsan^ORCID,Ahmadie Amiri Hossein^ORCID,Maleki Shervin

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference67 articles.

1. Minimum design loads and associated criteria for buildings and other structures,2017

2. ANSI/AISC 341-16, seismic provisions for structural steel buildings,2016

3. Seismic performance evaluation of concentrically braced frames;Hsiao,2012

4. Towards earthquake resistant design of concentrically braced steel structures;Uriz,2005

5. Seismic behavior of concentrically braced steel frames, pacific earthquake engineering research center;Khatib,1998

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1. Effect of Design Optimality and Overstrength on the Seismic Performance of Steel Plate Shear Walls;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-07-02

2. Quantifying the seismic performance factors of half-elliptic-braced steel moment frames (HEB-MFs);Engineering Structures;2024-07

3. Probabilistic life‐cycle environmental impact of conventional and emerging steel frames in seismic zones;Earthquake Engineering & Structural Dynamics;2024-05-27

4. Case studies on the seismic resilience of reinforced concrete shear wall buildings and steel dual concentrically braced buildings;Structures;2023-12

5. Testing, modelling, and performance evaluation of a rotary eddy-current damper with inherent nonlinear damping characteristics for structural vibration control;International Journal of Structural Stability and Dynamics;2023-11-10

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