Impact of lateral force-resisting system and design/construction practices on seismic performance and cost of tall buildings in Dubai, UAE

Author:

AlHamaydeh Mohammad,Galal Khaled,Yehia Sherif

Publisher

Springer Science and Business Media LLC

Subject

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

Reference35 articles.

1. AI-Haddad M, Siddiqi G, AI-Zaid R, Arafah A, Necioglu A and Turkelii N (1994), “A Basis for Evaluation of Seismic Hazard and Design Criteria for Saudi Arabia,” Earthquake Spectra, 10(2): 231–258.

2. Aldama-Bustos G, Bommer J, Fenton C and Stafford P (2009), “Probabilistic Seismic Hazard Analysis for Rock Sites in the Cities of Abu Dhabi, Dubai and Ra’s Al Khaymah, United Arab Emirates,” Georisk, 3(1): 1–29.

3. AlHamaydeh M, Abdullah S, Hamid A and Mustapha A (2011), “Seismic Design Factors for RC Special Moment Resisting Frames in Dubai, UAE,” Earthquake Engineering and Engineering Vibration, 10(4): 495–506.

4. AlHamaydeh M, Yehia S, Aly N, Douba A and Hamzeh L (2012), “Design Alternatives for Lateral Forceresisting Systems of Tall Buildings in Dubai, UAE,” International Journal of Civil and Environmental Engineering, 6: 185–188.

5. American Concrete Institute, ACI (2011), Building Code Requirements for Structural Concrete and Commentary (ACI318-11), Farmington Hills.

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