Performance Assessment of an Existing 47-Story High-Rise Building under Extreme Wind Loads

Author:

Mohammadi Alireza1ORCID,Azizinamini Atorod2,Griffis Lawrence3,Irwin Peter4

Affiliation:

1. Assistant Quality Engineer, WSP USA, 555 Pleasantville Rd., Briarcliff Manor, NY 10510 (corresponding author). ORCID: .

2. Chair and Professor, Dept. of Civil and Environmental Engineering, Engineering and Computing College, Florida International Univ., 10555 W Flagler, Miami, FL 33174.

3. Senior Consultant, Walter P Moore and Associates, Inc., 221 West 6th St., Austin, TX 78701.

4. Professor of Practice, Dept. of Civil and Environmental Engineering, Engineering and Computing College, Florida International Univ., 10555 W Flagler, Miami, FL 33174.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. Recommended procedures for damage-based serviceability design of steel buildings under wind loads;Aswegan K.;Eng. J. Am. Inst. Steel Const.,2015

2. ATC (Applied Technology Council). 2014. “ASCE 7 windspeed by location.” http://windspeed.atcouncil.org.

3. Bakhshi A. and H. Nikbakht. 2011. “Loading pattern and spatial distribution of dynamic wind load and comparison of wind and earthquake effects along the height of tall buildings.” In Proc. 8th Int. Conf. on Structural Dynamics 1607–1614. Volos Greece: European Association for Structural Dynamics.

4. Performance of Wind Exposed Structures

5. Viscous Damping in Inelastic Structural Response

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