Connection of coupled buildings: A state-of-the-art review

Doroudi, Rouzbeh; Lavassani, Seyed Hossein Hosseini

doi:10.1016/j.istruc.2021.05.017

Cited by 23 publications

(1 citation statement)

References 146 publications

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“…Meanwhile, it allows people to directly shuttle between two towers instead of by going downstairs and upstairs. This means that the speed of transport can be enhanced, and new routes are opened up when mapping out the flow of people, which is also a great contribution to the society [1].…”

Section: Introductionmentioning

confidence: 99%

Structural Design and Seismic Analysis of Connecting Corridor in High-rise Buildings

Wang¹

2022

HSET

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With the development of the society, the demand on high-rise buildings has increased remarkblly due to some reasons. Meanwhile, connected corridor structure become a popular design on high-rise buildings which allow different towers to be linked. Due to the complexity of the structure system, it is necessary to indicate the existing issues and the approaches to deal with them or reduce the effect. By reviewing various papers, several conclusions have been drawn. Steel truss is the most efficiency composition of both structure and material in bearing loads, where flexible connection are more likely to be applied with it and has the greatest ability in against the seismic effect.

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Section: Introductionmentioning

confidence: 99%

Structural Design and Seismic Analysis of Connecting Corridor in High-rise Buildings

Wang¹

2022

HSET

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Optimal Seismic Response Control of Adjacent Buildings Coupled with a Double Mass Tuned Damper Inerter

Djerouni

Abdeddaim

Elias

et al. 2022

Optimization of Tuned Mass Dampers

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Comprehensive Review on Seismic Pounding Between Adjacent Buildings and Available Mitigation Measures

Elgammal,

Seleemah,

Elsharkawy

et al. 2024

Arch Computat Methods Eng

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Seismic pounding has taken place in several earthquake events since adjacent structures that lack adequate separation distance usually suffer from repetitive, severe collisions. These collisions result in considerable impact forces in addition to acceleration spikes, thus dealing damage to both structural and non-structural elements. So, a meaningful effort has been widely directed towards the investigation of that phenomenon, leading to a considerable number of publications that are related to that field of study. A review of these publications has thus become a matter of interest. Accordingly, this paper mainly aims to present a detailed state-of-the-art review concerned with seismic pounding between adjacent buildings. Firstly, general definitions, types, and causes of seismic pounding are addressed. Later, facts and statistics of historical earthquake incidents that reflect the scale of the threat caused by seismic pounding are clarified. Moreover, the effect of seismic pounding on fixed-base and base-isolated buildings is discussed. Furthermore, the effect of soil-structure interaction is also presented. Additionally, alternative mitigation methods for seismic pounding are presented. Their classification, types, efficiency, and applicability are also discussed. Eventually, different impact analytical models that can be used to simulate seismic pounding in theoretical studies are discussed. By the end of this paper, deficiencies in previous studies are clarified in order to be taken into account throughout future studies.

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Connection of coupled buildings: A state-of-the-art review

Cited by 23 publications

References 146 publications

Structural Design and Seismic Analysis of Connecting Corridor in High-rise Buildings

Structural Design and Seismic Analysis of Connecting Corridor in High-rise Buildings

Optimal Seismic Response Control of Adjacent Buildings Coupled with a Double Mass Tuned Damper Inerter

Comprehensive Review on Seismic Pounding Between Adjacent Buildings and Available Mitigation Measures

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