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 …
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 …
Backfill and subsoil interaction effects on seismic behavior of a cantilever wall
T Cakir - Geomechanics and Engineering, 2014 - acikerisim.gumushane.edu.tr
The main focus of the current study is to evaluate the dynamic behavior of a cantilever
retaining wall considering backfill and soil/foundation interaction effects. For this purpose, a …
retaining wall considering backfill and soil/foundation interaction effects. For this purpose, a …
Assessment of effect of material properties on seismic response of a cantilever wall
T Cakir - Geomechanics & engineering, 2017 - dbpia.co.kr
Cantilever retaining wall movements generally depend on the intensity and duration of
ground motion, the response of the soil underlying the wall, the response of the backfill, the …
ground motion, the response of the soil underlying the wall, the response of the backfill, the …
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 …
Design of LQR controller for active suspension system of partially filled tank cars
MM Feizi, MA Rezvani - Structural Engineering and Mechanics, An Int'l …, 2014 - dbpia.co.kr
Increasing usage of tank cars and their intrinsic instability due to sloshing of contents have
caused growing maintenance costs as well as more frequent hazards and defects like …
caused growing maintenance costs as well as more frequent hazards and defects like …
مدلسازی فیزیکی نیروی دینامیکی خاک بر دیوار مخازن مدفون با استفاده از میز لرزان و مقایسه با روابط تحلیلی
حاتمی نیا, حامد, خان محمدی, محمد, قلندرزاده… - نشریه زمین شناسی مهندسی, 2016 - jeg.khu.ac.ir
مخازن سازههایی برای نگهداری سیالات هستند که در ابعاد، اشکال و از جنسهای مختلف ساخته میشوند.
امروزه استفاده از مخازن برای ذخیره آب، فراوردههای نفتی و... رواج چشمگیری یافته است. در کشور ما …
امروزه استفاده از مخازن برای ذخیره آب، فراوردههای نفتی و... رواج چشمگیری یافته است. در کشور ما …
[PDF][PDF] G AND SE ANK-BAC
LAR TANK - researchgate.net
EXTENDE d containing tanks are i he civil infra zards and int been reporte ntry in 1979,
Ellaithy (198 tructures du s of both dir of particular s luate the resp ex numerical advance the …
Ellaithy (198 tructures du s of both dir of particular s luate the resp ex numerical advance the …