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Nonlinear Soil–Abutment–Bridge Structure Interaction for Seismic Performance-Based Design
Current seismic design of bridges is based on a displacement performance philosophy using nonlinear static pushover analysis. This type of bridge design...
文献获取Transverse seismic response of continuous steel-concrete composite bridges exhibiting dual load path
The objectives of this study are assessing the influence of piers-deck stiffness ratio and of soil-structure interaction effects on the seismic behavior...
Assessment of seismic performance of skew reinforced concrete box girder bridges
Abdel Raheem S E and Hayashikawa T 2013b Soil-structure interaction modeling effects on seismic response of a cable-stayed bridge tower. Int. J. Adv...
GEOTECHNICAL ENGINEERING FOR TRANSPORTATION PROJECTS
S. (2004). Integral-abutment bridges: a complex soil-structure interaction challenge, geotechnical engineering for transportation projects. In Geotechni...
Modeling passive earth pressures on bridge abutments for nonlinear Seismic Soil-Structure interaction using Plaxis
Seismic design of bridge structures is based on a displacement-performance philosophy. Full-scaled field experiments, observations from the major seismic events and post-earthquake studies have indicated that the bridge abutment-backf...
Seismic Analysis of Integral Abutment Bridge in Tennessee, Including Soil–Structure Interaction
Integral abutment bridges are jointless bridges in which the deck is continuous and connected monolithically with the abutment walls supported typically...
STIFFNESSES OF ABUTMENTS ON PILES IN SEISMIC BRIDGE ANALYSES
The characterization of bridge-abutment-backfill-pile interaction is an important component in seismic bridge response evaluations. This paper presents ...
Seismic Analysis of Integral Abutment Bridge in Tennessee, Including Soil–Structure Interaction:
Integral abutment bridges are jointless bridges in which the deck is continuous and connected monolithically with the abutment walls, supported typicall...
Ground improvement, reinforced soil structure and geosynthetics 2 Shaking table test on seismic behavior of back-to-back mechanicall...
Mechanically stabilized earth walls are often constructed on both sides of road embankments behind bridge abutments (back-to-back walls). In this case, ...
Identification of Keddara dam behavior during Boumerdes earthquake on May 21, 2003
An earthquake, with magnitude of 6.8, shocked Keddara rockfill dam on May 21, 2003 in Algeria. Accelerometers array that had been installed on the site ...
