Vertical and Lateral Displacement Response of Foundation to Earthquake Loading

Al-Ameri, Abbas Fadhil Ibrahim; Jawad, Faris Waleed; Fattah, Mohammed Y.

doi:10.5829/ije.2020.33.10a.05

Cited by 5 publications

(4 citation statements)

References 8 publications

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“…The lateral displacement of soil under the foundation has the same behavior pattern as vertical displacement because affected by changing the multiplier of the input motion of earthquakes, but the lateral displacement decreased by more than vertical, which is about 68% when the thickness of the raft foundation changed from (0.8 m) to (1.6m). From the above literature survey and the findings obtained are that there is a good agreement with data reported by Shafiqu and Abdulrasool [7] and Al-Ameri et al [8] in different proportions due to the nature of each study that was…”

Section: Effect Of Raft Foundation On Displacementsupporting

confidence: 88%

“…Also, it was founded that the value of the maximum lateral displacement and vertical settlement depends on the magnitude of the seismic wave and the peak ground acceleration of the earthquake. Another study was conducted by Al-Ameri et al [8] to explain the effect of the earthquake (California, El-Centro earthquake is used) on the vertical and lateral displacement of the foundation numerically using the finite element analysis Abaqus program. The thickness of the foundation was studied in three different values which were (0.5, 1, and 2 m), as well as the depth of the soil layer under the foundation was taken (10, 20, and 40 m), and the soil stiffness ratio studied too.…”

Section: Research Notementioning

confidence: 99%

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Behavior of Raft Foundation Built on Layered Soil under Different Earthquake Excitation

Ali

Abbas

Abed-Awn

2022

IJE

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Section: Effect Of Raft Foundation On Displacementsupporting

confidence: 88%

Section: Research Notementioning

confidence: 99%

Behavior of Raft Foundation Built on Layered Soil under Different Earthquake Excitation

Ali

Abbas

Abed-Awn

2022

IJE

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“…Xu et al, 2017 examined the influence of soil stiffness on the seismic response of a moment-resisting building by adopting a fully nonlinear direct method for an end-bearing pile foundation for a single building. Seismic codes recognise the finite stiffness and the finite bearing capacity of the foundation, without taking into account their ability to deform (Al-Ameri et al, 2020). The nature of the dynamic load applied to the soil or foundation is determined by the source.…”

Section: Variation In Soil Stiffnessmentioning

confidence: 99%

Analyse the effect of Soil Structure Interaction on Seismic Response of Building Cluster by Variation in Soil and Building Properties

Srivastava¹,

Kumar²

2022

JER is an international, peer-reviewed journal that publishes f

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The seismic response of a building is dependent on the foundation flexibility, soil properties as well as the interaction between the soil and structure. The frequency and amplitude of the seismic response depends on the soil properties. For simpler calculations, the soil is usually assumed to be rigid which is unrealistic mostly. The buildings are designed on basis of idealized conditions taking fixed base or on Winkler foundations. Until recently, the efforts to ascertain the effect of Soil-Foundation-Structure Interaction (SFSI) on the response of structure have been limited. This study aims at investigating the nature of soil-structure interaction and investigate the effect on the response of building owing to variation in soil stiffness, depth of foundation and building mass ratio using numerical method. The analysis shows that the response of building cluster decreases with increase in soil stiffness. Heterogeneous cluster proved better during earthquake than homogenous cluster. The results indicated that the soil and building properties have major influence on the dynamic response of building cluster and thus may be given due consideration during design and seismic analysis.

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“…Many researchers conducted experimental work on various STM designs to validate their effectiveness and safety [28]. The effect of loading during an earthquake has been investigated in the literature [29,30]. In respect of each load combination, a basis is created based on their previously proposed generation methods, the optimization-based Strut-and-Tie models (OPT-STMs), which resulted in economical and safe designs compared to traditional models [31][32][33].…”

Section: Introductionmentioning

confidence: 99%

Experimental Study to Evaluate Antisymmetric Reinforced Concrete Deep Beams with Openings under Concentrated Loading Using Strut and Tie Model

Al-Zuheriy

2023

IJE

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The Strut-and-Tie modeling (STM) technique represents an applicable and valuable method for structural engineers to design disturbed regions (D-regions) of reinforced concrete structures where the assumption of plane sections remaining plane after loading is inapplicable. The most important aspect to guarantee the suitable structural and economic performance of the design is finding a suitable trussanalogy model, leading to the use of a more efficient model in structural buildings. The evaluation of the antisymmetric Strut-and-Tie models (STM) with openings under different concentrated external loads has not been comprehensively investigated in the literature. So, to address this gap, the goal of this paper is to achieve the most efficient reinforcement layout design in antisymmetric reinforced concrete deep beams with openings under concentrated loading using the strut and tie model. The experimental work was conducted and included (3) antisymmetric reinforced concrete deep beams with openings that were tested under different concentrated loadings (25, 35, and 16 kips for Specimens 1, 2, and 3, respectively) using the strut and tie model. The ANSYS FEM software is used for the initial strut and tie analysis, and the RISA-3D structural analysis program is used to find the internal forces for all members under concentrated external loads in each specimen. The findings of this paper show that Specimen 1 had the highest efficiency of 1.67, while Specimen 3 had the lowest efficiency of 1.31. It can be concluded that the efficient reinforcement layout of the strut and tie model leads to the highest efficiency of the model, regardless of the value of the externally applied load.

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Vertical and Lateral Displacement Response of Foundation to Earthquake Loading

Cited by 5 publications

References 8 publications

Behavior of Raft Foundation Built on Layered Soil under Different Earthquake Excitation

Behavior of Raft Foundation Built on Layered Soil under Different Earthquake Excitation

Analyse the effect of Soil Structure Interaction on Seismic Response of Building Cluster by Variation in Soil and Building Properties

Experimental Study to Evaluate Antisymmetric Reinforced Concrete Deep Beams with Openings under Concentrated Loading Using Strut and Tie Model

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