A comparative study to determine seismic response of the box culvert wing wall under influence of soil-structure interaction considering different ground motions
The present study deals with evaluation of the effects of different ground motions, backfill-
structure interaction (BSI) and soil-structure interaction (SSI) on dynamic response of a box …
structure interaction (BSI) and soil-structure interaction (SSI) on dynamic response of a box …
Shaking table tests on seismic responses of pile-soil-superstructure in coral sand
Q Wu, X Ding, Z Chen, Y Zhang - Journal of Earthquake …, 2022 - Taylor & Francis
Structures on coral reefs are often subjected to the earthquakes. However, few researches
have been reported about the seismic response of coral sand site. Shaking table tests of …
have been reported about the seismic response of coral sand site. Shaking table tests of …
Investigation of dynamic responses of three-sided underpass culvert under near-fault and far-fault ground motions considering soil-structure interaction
KF Ozturk - Soil Dynamics and Earthquake Engineering, 2024 - Elsevier
Three-sided underpass culverts are structural systems used to provide passing vehicle or
pedestrian. It is of great importance that such infrastructure systems remain useable …
pedestrian. It is of great importance that such infrastructure systems remain useable …
Influences of wall configurations on earthquake behavior of cantilever retaining walls considering soil-structure interaction effects
Cantilever walls are frequently and necessarily built not only in earthquake prone regions
but also on different foundation subsoils with various physical and mechanical …
but also on different foundation subsoils with various physical and mechanical …
Analytical approach for kinematic FCRW–soil interaction in multi–layered soil under earthquake loads
A closed form solution for FCRW (flexible cantilever retaining wall)–soil interaction under
seismic condition is proposed for a layered soil profile. The displacement function of the …
seismic condition is proposed for a layered soil profile. The displacement function of the …
Effect of spatio-temporal variability of the seismic signal on the dynamic pressure behind retaining walls
To obtain correctly, design of the structures under seismic loads, the methods of equivalent
static and dynamic analyses are usually used. The assessment of the response of entire …
static and dynamic analyses are usually used. The assessment of the response of entire …
Modified pseudo-dynamic analysis of rigid gravity retaining wall with cohesion-less backfill and uniform surcharge
An increase in failure of geotechnical structures is a significant concern in seismic-prone
areas. The purpose of the study is to propose a closed-form solution for the seismic active …
areas. The purpose of the study is to propose a closed-form solution for the seismic active …
An overview to the dynamic behaviour of the inverted T type cantilever retaining wall taking into account soil structure interaction phenomenon
The dynamic response of the cantilever retaining walls is affected by many factors such as
the geometry of the wall, the earthquake frequency content, the wall flexibility, the backfill …
the geometry of the wall, the earthquake frequency content, the wall flexibility, the backfill …
The numerical study of seismic behavior of gravity retaining wall built near rock face
H Taravati, A Ardakani - Earthquakes and Structures, 2018 - koreascience.kr
We present the accurate investigation the seismic behavior of the gravity retaining wall built
near rock face based on numerical method. The retaining wall is a useful structure in …
near rock face based on numerical method. The retaining wall is a useful structure in …
Bir Konsol İstinat Duvarının Sismik Davranışına Yeraltı Su Seviyesindeki Değişimlerin Etkisinin İncelenmesi
Bu çalışmada bir istinat duvarının, zeminde farklı yeraltı su seviyeleri olması durumundaki
dinamik davranışı zaman tanım alanında sonlu elemanlar yöntemi kullanılarak incelenmiştir …
dinamik davranışı zaman tanım alanında sonlu elemanlar yöntemi kullanılarak incelenmiştir …