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1.	Original version of the author's contribution as presented on CD, Paper ID: 04-01-0010.: PDF Application of New Bounding Surface Plasticity Model for Cyclic Loading of Satuarted Sands Maleki, Mohammad ; Halabian, Amir M. Cyclic response of geomaterials is complex due to the pressure and specific volume dependency of the stress-stain relationship and the highly nonlinear behavior of the so [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, Paper ID: 04-01-0009.: PDF Dynamic Behavior of Pile Group Considering Soil-Pile-Cap Interaction Halabian, Amir M. ; Maleki, Mohammad It is well known that the earthquake response of a pile-supported structure is strongly affected by the dynamic soil-pile interaction. In the case of weak soils or severe [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: 06-0006.: PDF Numerical Study on Soil-Hdpe Pipeline Interaction Subjected to Permanent Ground Deformation Halabian, Amir M. ; Hashemolhosseini, S. Hamid Earthquake-induced Permanent Ground Deformation (PGD) could be occurred due to fault movements, land sliding and also liquefaction-induced soil displacements. This kind o [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 5309.: PDF Seismic Damage Assessment of RC Dual Lateral Load Resistant Multi-Story Buildings Halabian, Amir ; Emami, A. R. Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, paper No. 4017.: PDF Effect of Nonlinear Soil Behavior on Inelastic Seismic Response of Structures Using Bounding Surface Model Halabian, Amir ; Alizadeh, Mehrdad Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, paper No. 3962.: PDF Implementation of a New Bounding Surface Plasticity Model in a “FDM” Algorithm to Study Dynamic SSI Halabian, Amir ; Niknam, Kobra Detailed record - Similar records

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