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38篇 您的检索式：作者名="Reynouard"

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	题名	作者	年代	出处	被引量
1	Multicomponent model of reinforced concrete joints for cyclic loading 显示文摘	Fleury F Reynouard J M Merabet O	2000	Journal of Engineering Mechanics2000，126，8：	1
2	Beam Globle Model for the Seismic Analysis of RC Frames显示文摘	Miramontes D Merabet O M Reynouard J M	1996	Earthquake Engineering and Structural Dynamics1996，25，：	1
3	Modeling of structures subjected to impactz concrete behavior under High strain rate显示文摘	GEORGIN J F REYNOUARD J M	2003	Cement &Concrete Composites2003，，25：	1
4	Damaging potential of low-magnitude near-field earthquakes on low- rise shear wails 显示文摘	Brun M Reynouard J M Jezequel L	2004	Soil Dynamics and Earthquake Engineering2004，24，8：	1
5	An elasto-plastic damage model for plain concrete subjected to high temperatures 显示文摘	NECHNECH W MEFTAH F REYNOUARD J M	2002	Engi- neering Structures2002，24，5：	1
6	Anelasto-plastic damage model for plain concrete subjectedto high temperatures 显示文摘	Nechnech W Meftah F Reynouard J M	2002	Engineering Structures2002，24，5：	1
7	Modeling of structures subjected to impact:concrete behaviour under high strain rate显示文摘	Georgin J F Reynouard J M	2003	Cement & Concrete Composites2003，25，：	1
8	Modeling of structures subjected to impact : concrete behaviour under high strain rate显示文摘	Georgin J Reynouard J M	2003	Ce- ment & Concrete Composites2003，25，：	1
9	An Elasto-plastic Damage Model for Plain Concrete Subjected to High Temperatures显示文摘	Meftah F Reynouard J M	2002	Engineering Structure2002，24，：	1
10	Thermo-elastic-plastic Model for Concrete at Elevated Temperatures Including Cracking and Thermo-mechanical Interaction Strains显示文摘	Reynouard J M Merabet O	1997	Computational Plasticity:Fundamentals and Applicat ions1997，2，：	1
11	Nuclear cooling tower submitted to shrinkage: behavior under weight and wind显示文摘	Witasse R Georgin J F Reynouard J M	2002	Nuclear Engineering and Design2002，21，7：	1
12	An elasto-plastic damage model for plain concrete subjected to high temperatures显示文摘	Nechnech W Meftah F Reynouard J M		0，，：	1
13	Beam Globle Model for the Seismic Analysis of RC Frames 显示文摘	Miramontes D Merabet O M Reynouard J M	1996	Earthquake Engineering and Structural Dynamics1996，25，：	1
14	Modeling of structures subjected to impact :concrete behaviour under high strain rate 显示文摘	Georgin J F Reynouard J M	2003	Cement and Concrete Composites2003，25，：	1
15	An elastoplastic damage model for plain concrete at high temperatures显示文摘	Nechnech W Meftah F Reynouard J M	2002	Engineering Structures2002，24，5：	1
16	An elasto-plas- tic damage model for plain concrete subjected to high temperatures显示文摘	Nechneeh W Meftah F Reynouard j	2002	Engineering Structures2002，24，5：	1
17	Modeling of structures subjected to impact:concrete behavior under high swain rate显示文摘	Georgin J F Reynouard J M		0，，01：	1
18	Modeling of structures subjected to impact: Concrete behavior under high strain rate 显示文摘	Georgin J F Reynouard J M	2001	Cement & Concrete Composites2001，13，：	1
19	Modeling of structures subjected to impact:concrete behavior under high strain rate显示文摘	Georgin J F Reynouard J M	2003	Cement & Concrete Composites2003，25，：	1
20	Anelasto-plastic damage model for plain concrete subjectedto high temperature显示文摘	NECHNECH W MEFTAH F REYNOUARD J M	2002	Eng Struct2002，24，：	1

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