A state-of-the-art review on seismic SSI studies on building structures

Sharma, Namita; Dasgupta, Koustuv; Dey, Arindam

doi:10.1007/s41062-017-0118-z

Cited by 14 publications

(5 citation statements)

References 81 publications

Supporting

Mentioning

Contrasting

Unclassified

Order By: Relevance

“…Therefore, it can be observed that there are some contradictory opinions about the influence of SSI on the seismic responses of structures (Mylonakis and Gazetas 2000;Far & Flint 2017). The complexity of SSI and inconclusiveness of the literature provide sufficient motivation to critically investigate the effects of SSI (Sharma et al 2018).…”

Section: Introductionmentioning

confidence: 99%

“…However, the seismic response of low-rise and high-rise structures are different. In the same way, the seismic response of frame structures is different from that of the frame-shear wall structures in which foundation rotation is significant (Sharma et al 2018;Walsh 2018). Therefore, it is imperative to investigate the behaviour of high-rise wall-frame buildings with different superstructure geometry considering SSI.…”

Section: Introductionmentioning

confidence: 99%

See 1 more Smart Citation

Effects of dynamic soil-structure interaction on seismic behaviour of high-rise buildings

Xiao-feng

Far

2021

Bull Earthquake Eng

View full text Add to dashboard Cite

It is conventional to assume that the role of the soil-structure interaction (SSI) is beneficial to the buildings under seismic loading. However, lessons learned from recent earthquakes revealed that this assumption could be misleading, and SSI may have different effects on the seismic response of different structural systems. In this study, an enhanced soil-structure numerical model is developed and verified using ABAQUS software to assess the impact of SSI on high-rise frame-core tube structures. The seismic responses of 20, 30, and 40-storey buildings constructed on soil class Ee (according to Australian Standards) under four earthquake acceleration records have been studied. The results in terms of maximum lateral deflections, foundation rocking, inter-storey drifts and storey shear forces for the rigid base and flexible base frame-core tube structures have been discussed and compared.Generally, SSI has a remarkable impact on the seismic behaviour of high-rise frame-core tube structures since it can increase the lateral deflections and inter-storey drifts and decrease storey shear forces of structures. However, It is worth noting that the seismic responses of soil-structure systems under near and far field earthquakes are considerably different.

show abstract

Section: Introductionmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

Effects of dynamic soil-structure interaction on seismic behaviour of high-rise buildings

Xiao-feng

Far

2021

Bull Earthquake Eng

View full text Add to dashboard Cite

show abstract

“…Sharma et al, presented a succinct, up-to-date summary of seismic soil-structure interaction (SSI) investigations that are relevant to building structures. The fundamental understanding of seismic SSI and studies pertaining to building structures based on shallow and deep foundations are highlighted by the authors [18].…”

Section: Introductionmentioning

confidence: 99%

Impact Assessment of SSI on the Structural Performance of RC Buildings under Lateral Forces

mani,

Sankar,

Priyatham

et al. 2023

Preprint

View full text Add to dashboard Cite

The performance of RC multistory buildings is significantly impacted by the interaction of soil-structure under lateral loads. The vulnerability of foundation soil to seismic vibration or wind force on the superstructure is typically overlooked in the structural design. This study examines the effects of a multi-story RC building's soil-superstructure interaction (SSI) under the impact of wind and seismic forces. This study implements the linear Winkler foundation model by assuming that the subsurface soil was medium soil and clay soil, idealized with a spring system to analyze the SSI effect. The self-weight, live-load, wind-load, and earthquake are used as the design forces in the ETABS software to carry out the 3-D simulation. The IS 1893:2016 and IS 875:2015 code provisions are used to carry out the EL and WL analyses. In this study, the structural performance of buildings is characterized in terms of storey displacement, drift ratio, base shear, and time-period. The maximum displacement for the SSIE-clay model has increased by 25.13% and 15.60% under earthquake forces compared to the FBE and SSIE-medium soil models. The fundamental period for building rests in medium soil and fixed bases models under EQ forces decreased by 15.63 and 10.36 percent when compared to the clay base model. In comparison to the FBW model under WL analysis, the maximum base shear of the FBE model under EQ analysis exhibits a 35.38 percent increment. When compared to earthquake forces, this study's findings show that the behavior of buildings with SSI is less vulnerable to wind forces.

show abstract

“…La consideración de la IDSE en estructuras sometidas a cargas sísmicas, puede traer consigo una disminución de las solicitaciones en la edificación, debido a la capacidad que tiene el suelo para absorber parte de la energía liberada por el sismo, evitando que esta llegue a la superestructura [3]. También pueden tener lugar incrementos en el desplazamiento en el tope de la edificación y de las derivas por piso, lo cual responde a que, al no considerar un empotramiento perfecto en la base, los desplazamientos comenzarían desde esta.…”

Section: Introductionunclassified

Influencia de la interacción dinámica suelo-estructura en el mecanismo de colapso y nivel de desempeño de edificaciones de hormigón armado.

Yzaguirre

Cid

Cristiá

2022

hya

View full text Add to dashboard Cite

En el presente artículo se analiza la influencia de la consideración de la interacción dinámica suelo-estructura (IDSE) en el comportamiento estructural de una edificación de diez niveles de hormigón armado con tipología mixta sometida a carga sísmica. Para ello se implementó el método estático no lineal push-over mediante el software ETABS V17. La IDSE es incorporada a través de los modelos de Pais & Kausel y Sargsian, considerándose las características de dos tipos de suelos: rígido y arcilla blanda contemplados en la NC 46:2017 [1]. Como principales resultados se observa, al incluir la IDSE, un aumento en los valores de desplazamiento en el tope de la edificación y de derivas por piso y una disminución de los valores de cortante basal para los cuales se alcanzan la fluencia global de la estructura y el mecanismo de colapso respectivamente. Adicionalmente, el nivel de desempeño de esta se aleja de lo recomendado por las normas.

show abstract

A state-of-the-art review on seismic SSI studies on building structures

Cited by 14 publications

References 81 publications

Effects of dynamic soil-structure interaction on seismic behaviour of high-rise buildings

Effects of dynamic soil-structure interaction on seismic behaviour of high-rise buildings

Impact Assessment of SSI on the Structural Performance of RC Buildings under Lateral Forces

Influencia de la interacción dinámica suelo-estructura en el mecanismo de colapso y nivel de desempeño de edificaciones de hormigón armado.

Contact Info

Product

Resources

About