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16篇 您的检索式：作者名="Nechnech"

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		题名	作者	年代	出处	被引量
	1	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
	2	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
	3	An elasto-plastic damage model for plain concrete subjected to high temperatures 显示文摘	NECHNECH W MEFTAH F	2002	Eng Struct2002，24，5：	1
	4	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
	5	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
	6	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
	7	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
	8	An elasto-plastic damage model for plain concrete subjectedto high temperature显示文摘	Nechnech W Meftah F Reynouard J M	2002	Engineering Structures2002，24，5：	1
	9	An elasto-plastic damage model for plain concrete subjected to high temperatures 显示文摘	NECHNECH W MEFTAH F REYNOUARD J M	2002	Engineering Structure2002，24，：	1
	10	An elastic-plastic damage model for plain concrete subjected to high temperatures 显示文摘	NECHNECH W MEFTAH F REYNOUARD J M	2002	Engineering Structures2002，24，5：	1
	11	An elasticplastic damage model for plain concrete subject to high temperatures显示文摘	Nechnech W Meftah F Reynouard J M		0，，：	1
	12	An elasto- plastic damage model for plain concrete subjected to high tem- peratures显示文摘	NECHNECH W MEFAH F REYNOUARD J	2002	Engineering Structures2002，24，5：	1
	13	An elasto-plastic damage model for plain concrete subjected to high temperatures显示文摘	Nechnech W Meflah F Reynouard J M	2002	Engineering Structures2002，24，5：	1
	14	An elasto- plastic damage model for plain concrete subjected to high temperatures显示文摘	Nechnech W Meftah F Reynouard J M	2002	Engineering Structure2002，24，5：	1
	15	Evaluation of Risk Sechage-Humidification of a Clay Soil of Algiers: The Case Study of the Argillaceous Marnes显示文摘	Fatma Zohra Aissiou Ammar Nechnech	2012	Journal of Earth Science and Engineering2012，2，9：	0
	16	Shear reinforcement effect of reinforced concrete tie-columns on the lateral resistance of confined masonry walls显示文摘Tie-columns improve significantly the lateral resistance of masonry bearing walls against persistent, transient and accidental loads. The research work described herein has been carried out to assess the lateral resistance of confined masonry walls, where contribution of the masonry panel is evaluated according to material mechanics and tie-columns effect is estimated by a proposed analytical formulation based on a model reported on previously. This approach takes into account the effect of dowel support on the reaction of its adjacent shear reinforcement: the conditions for the various contributions of transverse reinforcements are better defined following a clear evaluation of the participation ratio of these reinforcements. Lateral resistances of confined masonry walls measured in full-scale tests and gleaned from the literature are compared and checked with resistances calculated using the present approach.	Samir Bouhedja Abdelkrim Bourzam Ahmed Boukhaled Ammar Nechnech	2016	Earthquake Engineering and Engineering Vibration2016，15，2：	0

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