Impact of Seismicity on Performance and Cost of RC Shear Wall Buildings in Dubai, United Arab Emirates

Author:

AlHamaydeh Mohammad1,Aly Nader2,Galal Khaled3ORCID

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, American Univ. of Sharjah, Sharjah, United Arab Emirates.

2. Former M.Sc. Student, Dept. of Civil Engineering, American Univ. of Sharjah, Sharjah, United Arab Emirates; presently, Ph.D. Student, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, QC, Canada H4B 1R6.

3. Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, QC, Canada H4B 1R6 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. SEISMIC HAZARD ASSESSMENT OF UNITED ARAB EMIRATES AND ITS SURROUNDINGS

2. Probabilistic seismic hazard analysis for rock sites in the cities of Abu Dhabi, Dubai and Ra’s Al Khaymah, United Arab Emirates;Aldama-Bustos G.;Georisk,2009

3. A basis for evaluation of seismic hazard and design criteria for Saudi Arabia;Al Haddad M.;Earthquake Spectra,1994

4. AlHamaydeh M. Abdalla J. Abdalla S. Al-Rahmani A. and Mostafa A. (2010). “Inelastic seismic demands for reinforced concrete frames in Dubai.” Proc. 14th European Earthquake Engineering Conf. Macedonian Association for Earthquake Engineering Republic of Macedonia.

5. Seismic design factors for RC special moment resisting frames in Dubai, UAE

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