Seismic Demands Prediction for Low- and Mid-Rise RC Shear Wall–Frame Structures

Author:

Yaghmaei-Sabegh SamanORCID,Neekmanesh Shabnam,Lam Nelson,Amirsardari Anita,Taghizadieh Nasser

Funder

University of Tabriz

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference37 articles.

1. Abualreesh AM, Tuken A, Albidah A, Siddiqui NA (2022) Reliability-based optimization of shear walls in RC shear wall–frame buildings subjected to earthquake loading. Case Stud Constr Mater 16(10):e00978

2. Aghayari R, Ashrafy M, Tahamouli-Roudsari M (2017) Estimation the base shear and fundamental period of low-rise reinforced concrete coupled shear wall structures. Asian J Civ Eng (BHRC) 18(4):547–566

3. Ahmed M, Warnitchai P (2012) The cause of unproportionately large higher mode contributions in the inelastic seismic responses of high-rise core-wall buildings. Earthq Eng Struct Dyn 41(15):2195–2214

4. Ahmed M (2011) “Optimal reduction of inelastic seismic demands in high-rise RC core wall buildings using energy dissipating devices”. PhD Thesis, Asian Institute of Technology (AIT), Thailand

5. Amirsardari A, Lumantarna E, Rajeev P, Goldsworthy HM (2022) Seismic fragility assessment of non-ductile reinforced concrete buildings in Australia. J Earthq Eng 26(4):1941–75

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