000010720 001__ 10720
000010720 005__ 20141205155756.0
000010720 04107 $$aeng
000010720 046__ $$k2008-10-12
000010720 100__ $$aLimkatanyu, Suchart
000010720 24500 $$aResponse of Reinforced Concrete Piles including Soil-Pile interaction Effects

000010720 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010720 260__ $$b
000010720 506__ $$arestricted
000010720 520__ $$2eng$$aDue to recent destructive earthquakes, the lateral behaviors of pile foundations have been extensively investigated through experimental and numerical studies. The main objective of this work is to develop the frame model with lateral deformable supports for pile-soil systems under cyclic lateral loadings. This proposed model is simple and computational efficient but capable of representing the salient features of pile-soil systems under cyclic lateral loadings; including dragging force and gap formation along the pile-soil interfaces as well as hysteretic responses of surrounding soils and piles. The accuracy of the proposed model is verified through correlation studies on full scale tests of Cast-In-Drilled-Hole (CIDH) piles partially embedded in cohesionless soil. Results from these correlation studies indicate that the proposed model can represent well both on global and local hysteretic responses.

000010720 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010720 653__ $$aSoil-Structure Interaction, Reinforced Concrete, Piles, Fiber Model, Cyclic Loads, Nonlinear Frame Analysis. 

000010720 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010720 720__ $$aLimkatanyu, Suchart$$iKuntiyawichai, Kittisak$$iSpacone, Enrico$$iKwon, Minho
000010720 8560_ $$ffischerc@itam.cas.cz
000010720 8564_ $$s736779$$uhttps://invenio.itam.cas.cz/record/10720/files/05-01-0372.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0372.
000010720 962__ $$r9324
000010720 980__ $$aPAPER