Enhancement of the Performance of Two Tall Buildings with End Shear Walls Using Nonlinear Time History Analysis: A Case Study

Salmassi, Mehran Akhavan; Kheyroddin, Ali; Hemmati, Ali

doi:10.1007/s40996-023-01289-2

Iran J Sci Technol Trans Civ Eng

2023

DOI: 10.1007/s40996-023-01289-2

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Enhancement of the Performance of Two Tall Buildings with End Shear Walls Using Nonlinear Time History Analysis: A Case Study

Mehran Akhavan Salmassi,

Ali Kheyroddin,

Ali Hemmati

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2024

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Cited by 3 publications

References 27 publications

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Seismic Vulnerability Assessment of Regular and Irregular Reinforced Concrete Shear Wall Buildings Using Fragility Curves

AL-saedi,

Yaghmaei-Sabegh

2024

Iran J Sci Technol Trans Civ Eng

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Seismic Vulnerability Assessment of Regular and Irregular Reinforced Concrete Shear Wall Buildings Using Fragility Curves

AL-saedi,

Yaghmaei-Sabegh

2024

Iran J Sci Technol Trans Civ Eng

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The Impact of End Shear Walls on the Behavior of Reinforced Concrete Tall Buildings with Helipad for Personal Transportation

Kheyroddin,

Akhavan Salmassi,

Kioumarsi

2024

Iran J Sci Technol Trans Civ Eng

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Comparative Analysis of Space Efficiency in Skyscrapers with Prismatic, Tapered, and Free Forms

Ilgın,

Aslantamer

2024

Buildings

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This study offers a thorough comparative analysis of space efficiency in skyscrapers across three distinct forms: prismatic, tapered, and free. By examining case studies from each form category, this research investigates how architectural and structural design features impact space utilization in supertall towers. The findings reveal form-based differences in space efficiency and design element usage. In prismatic skyscrapers, which are primarily residential and utilize concrete outrigger frames, the average space efficiency was around 72%, with the core occupying 24% of the gross floor area (GFA). Tapered skyscrapers, commonly mixed-use with composite outrigger frames, showed an average space efficiency of over 70%, with a core-to-GFA ratio of 26%. Freeform towers, often mixed-use and using composite outrigger frames, demonstrated a space efficiency of 71%, with an average core-to-GFA ratio of 26%. Despite these variations, a consistent trend emerged: as the height of a building increases, there is a general decline in space efficiency, highlighting the challenges in optimizing space in taller structures. This analysis adds to the understanding of skyscraper design and space utilization, providing important insights for architects and urban planners aiming to improve the efficiency of future high-rise developments.

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Enhancement of the Performance of Two Tall Buildings with End Shear Walls Using Nonlinear Time History Analysis: A Case Study

Cited by 3 publications

References 27 publications

Seismic Vulnerability Assessment of Regular and Irregular Reinforced Concrete Shear Wall Buildings Using Fragility Curves

Seismic Vulnerability Assessment of Regular and Irregular Reinforced Concrete Shear Wall Buildings Using Fragility Curves

The Impact of End Shear Walls on the Behavior of Reinforced Concrete Tall Buildings with Helipad for Personal Transportation

Comparative Analysis of Space Efficiency in Skyscrapers with Prismatic, Tapered, and Free Forms

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