Performance-Based Wind Design of High-Rise Buildings Using Generated Time-History Wind Loads

Author:

Jeong Seung Yong1,Alinejad Hamidreza1,Kang Thomas H.-K.2

Affiliation:

1. Ph.D. Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea.

2. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference34 articles.

1. Performance of reinforced concrete coupling beams subjected to simulated wind loading;Abdullah S. A.;ACI Struct. J.,2020

2. AIK (Architectural Institute of Korea). 2019. Guidelines for performance-based seismic design of residential buildings, 64. Seoul, South Korea: AIK.

3. Performance-based design of tall buildings for wind load and application of response modification factor;Alinejad H.;Wind Struct.,2020

4. Engineering Review of ASCE 7-16 Wind-Load Provisions and Wind Effect on Tall Concrete-Frame Buildings

5. ASCE. 2019. Prestandard for performance-based wind design, 127. Reston, VA: ASCE.

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