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21篇 您的检索式：作者名="Ahmed Elgamal"

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	题名	作者	年代	出处	被引量
1	Modeling of cyclic mobility in saturated cohesionless soils显示文摘	Ahmed Elgamal Zhaohui Yang Ender Parra Ahmed Ragheb	2002	International Journal of Plasticity2002，，6：	2
2	Liquefaction-Induced Lateral Load on Pile in a Medium Dr Sand Layer显示文摘	Liangcai He Ahmed Elgamal Tarek Abdoun Akio Abe Ricardo Dobry Masanori Hamada Jorge Menses Masayoshi Sato Thomas Shantz Kohji Tokimatsu	2009	Journal of Earthquake Engineering2009，，7：	1
3	La Villita dam response during five earthquakes including permanent deformation显示文摘	AHMED W M ELGAMAL RONALD F SCOTT MOHAMED F SUCCARIEH	1990	Journal of Geoteehnieal Engineering1990，116，10：	1
4	Efficacy and Safety of Prophylactic Large Dose of Tranexamic Acid in Spine Surgery: A Prospective, Randomized, Double-Blind, Placebo-Controlled Study显示文摘	Sherif Elwatidy Zain Jamjoom Essam Elgamal Amro Zakaria Ahmed Turkistani Abdelazeem El-Dawlatly	2008	Spine2008，，24：	1
5	Influence of permeability on liquefaction-induced shear deformation显示文摘	YANG Zhao-hui AHMED ELGAMAL	2002	Journal of Engineering Mechanics2002，128，7：	1
6	Properties of a phase-conjugate etalon mirror and its application to laser resonator spatial-mode control显示文摘	YANG Zhao-hui AHMED ELGAMAL PARRA ENDER	2002	Soil Dynamics and Earthquake Engineering2002，22，4：	1
7	Computational model for cyclic mobility and associated shear deformation显示文摘	YANG Zhao-hui AHMED ELGAMAL PARRA ENDER	2003	Journal of Geoteehnieal and Geoenvironmental Engineering2003，136，9：	1
8	Application of unconstrained optimization and sensitivity analysis to calibration of a soil constitutive model显示文摘	YANG ZHAOHUI AHMED ELGAMAL	2003	International Journal for Numerical and Analytieal Methods in Genmechanies2003，27，15：	1
9	Computation modeling of cyclic mobility and post- liquefaction site response显示文摘	AHMED ELGAMAL YANG ZHAOHUI PARRA ENDER	2002	Soil Dynamic and Earthquake Engineering2002，22，4：	1
10	Gastric carcinoma at Tanta Cancer Center: A comparative retrospective clinico-pathological study of the elderly versus the non-elderly显示文摘	Ahmed A. Zeeneldin Hanan Ramadan Mosaad M. El Gammal Magdy M. Saber Dina Elgamal Mohamed A. Sherisher	2014	Journal of the Egyptian National Cancer Institute2014，，：	1
11	A web-based platform for computer simulation of seismic ground response显示文摘	Zhaohui Yang Jinchi Lu Ahmed Elgamal	2004	Advances in Engineering Software2004，，35：	1
12	Multi-surface Cyclic Plasticity Sand Model with Lode Angle Effect显示文摘	Zhaohui Yang Ahmed Elgamal	2008	Geotechnical and Geological Engineering2008，，3：	1
13	Computational modeling of cyclic mobility and post-liquefaction site response显示文摘	Ahmed Elgamal Zhaohui Yang Ender Parra	2002	Soil Dynamics and Earthquake Engineering2002，，4：	1
14	Modeling of cyclic mobility in saturated cohesionless soils显示文摘	Ahmed Elgamal Zhaohui Yang Ender Parra Ahmed Ragheb	2002	International Journal of Plasticity2002，，6：	1
15	Mitigation of liquefaction and associated ground deformationa by stone columns显示文摘	Korhan Adlier Ahmed Elgamal	2004	Engineering Geology2004，，：	1
16	Shake table testing and numerical simulation of a utility‐scale wind turbine including operational effects显示文摘	Ian Prowell Ahmed Elgamal Chia‐Ming Uang J. Enrique Luco Harold Romanowitz Edward Duggan	2014	Wind Energ2014，，7：	1
17	Influence of permeability on liquefaction-induced shear deformation 显示文摘	Zhaohui Yang Ahmed Elgamal	2002	Journal of Engineering Mechanics2002，128，7：	1
18	Parallel finite element modeling of earthquake ground response and liquefaction显示文摘Parallel computing is a promising approach to alleviate the computational demand in conducting large-scale finite element analyses. This paper presents a numerical modeling approach for earthquake ground response and liquefaction using the parallel nonlinear finite element program, ParCYCLIC, designed for distributed-memory message-passing parallel computer systems. In ParCYCLIC, finite elements are employed within an incremental plasticity, coupled solid-fluid formulation. A constitutive model calibrated by physical tests represents the salient characteristics of sand liquefaction and associated accumulation of shear deformations. Key elements of the computational strategy employed in ParCYCLIC include the development of a parallel sparse direct solver, the deployment of an automatic domain decomposer, and the use of the Multilevel Nested Dissection algorithm for ordering of the finite element nodes. Simulation results of centrifuge test models using ParCYCLIC are presented. Performance results from grid models and geotechnical simulations show that ParCYCLIC is efficiently scalable to a large number of processors.	陆金池彭军 Ahmed Elgamal 杨朝晖 Kincho H.Law	2004	Earthquake Engineering and Engineering Vibration2004，3，1：	1
19	Computational modeling of cyclic mobility and post-liquefaction site response显示文摘	Ahmed Elgamal Zhaohui Yang Ender Parra	2002	Soil Dynamics and Earthquake Engineering2002，，4：	1
20	Finite element response sensitivity analysis of multi-yield-surface J 2 plasticity model by direct differentiation method显示文摘	Quan Gu Joel P. Conte Ahmed Elgamal Zhaohui Yang	2009	Computer Methods in Applied Mechanics and Engineering2009，，30：	1

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