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17篇 您的检索式：作者名="Baniotopoulos"

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		题名	作者	年代	出处	被引量
	1	Application of Neural Networks for the Structural Health Monitoring in Curtain-wall Systems显示文摘	Efstathiades Ch Baniotopoulos C C Nazarko P	2007	Engineering Structures2007，29，12：	1
	2	Evaluation of wind load integration in disproportionate collapse analysis of steel moment frames for column loss显示文摘	GERASIMIDIS S BANIOTOPOULOS C C		0，，：	1
	3	Analysis and design of the prototype of a steel 1-MW wind turbine tower显示文摘	I. Lavassas G. Nikolaidis P. Zervas E. Efthimiou I.N. Doudoumis C.C. Baniotopoulos	2003	Engineering Structures2003，，8：	1
	4	Application of neural networks for the structural health monitoring in curtain -wall systems 显示文摘	Efstathiades C Baniotopoulos C C Nazarko P etc	2007	Engineering Structures2007，，29：	1
	5	Parametric Analysis of the Structural Response of Steel Base Plate Connections 显示文摘	Kontoleon M J Mistakidis E S Baniotopoulos C C	1999	Computers & Structures1999，71，1：	1
	6	An effective two-dimensional numerical method for the a- nalysis of a class of steel connections 显示文摘	Mistakidis E S Baniotopoulos C C Panayiotopoulos P D	1998	Computational Mechanics1998，21，：	1
	7	Contact problems with nonmonotone friction: discretization and numerical realization显示文摘	C. C. Baniotopoulos J. Haslinger Z. Morávková	2007	Computational Mechanics2007，，1：	1
	8	Mathematical modeling of delamination and nonmonotone friction problems by hemivariational inequalities显示文摘	Charalambos C. Baniotopoulos Jaroslav Haslinger Zuzana Morávková	2005	Applications of Mathematics2005，，1：	1
	9	On the separation process inbolted steel splice plates 显示文摘	BANIOTOPOULOS C C	1995	Journal of ConstructionalSteel Research1995，32，1：	1
	10	Analysis and design of the prototype of a steel 1-MW wind turbine tower显示文摘	I Lavassas G Nikolaidis P Zervas E Efthimiou I N Doudoumis C C Baniotopoulos	2003	Engineering Structures2003，25，：	1
	11	An effective two-dimensional numerical method for the analysis of a class of steel connections 显示文摘	Mistakidis E S Baniotopoulos C C Panagiotopoulos P D	1998	Computational Mechanics1998，，21：	1
	12	Mathematical modeling of delamination and nonmonotone friction problems by hemivariational inequalities 显示文摘	Baniotopoulos C C Haslinger J Moravkova Z	2005	Appl Math2005，50，1：	1
	13	Application of neural networks for the structural health monitoring in curtain-wall systems显示文摘	Efstathiades Ch Baniotopoulos C C Nazarko P	2007	Engineering Structures2007，29，12：	1
	14	Computational aspects on the frictional unilateral contact problem arising on steel base plate connections显示文摘	Kontoleon M J Baniotopoulos C C	2000	Computes and Structures2000，78，：	1
	15	Steel T-Stub connections under static loading: an effective2-D numerical model 显示文摘	MISTAKIDIS E S BANIOTOPOULOS C C BISBOS C D	1997	Journal of Construc- tional Steel Research1997，44，12：	1
	16	Contact problems with nonmonotone friction: discretization and numerical realization显示文摘	Baniotopoulos C C Haslinger J Moravkova Z	2007	Comput Mech2007，40，1：	1
	17	A numerical study of prestressed high strength steel tubular members显示文摘The structural behavior of prestressed high strength steel(HSS)tubular members is investigated through the execution of advanced finite element modeling.Numerical models are developed and validated against published experimental data on HSS tubular members subjected to different levels of initial prestress and loaded either in tension or compression.The effect of the presence or absence of grouting on the strength and ductility of the members is also considered.To numerically replicate the structural response recorded in the tests,some key modeling features including the employed numerical solver,the adopted material models and the element types warrant careful consideration.Upon developing of the finite element models,the numerically generated ultimate loads,the corresponding failure modes and the full load-deformation curves are compared to the experimental ones,indicating a successful validation.As anticipated,prestressing enhances the load-bearing capacity for the tensile members,whereas it is detrimental for the compressive ones.A series of parametric studies is performed to assess the influence of key factors on the structural response of prestressed HSS members and the obtained results are discussed.Design guidance for tensile and compressive prestressed tubular members is also provided.	Michaela GKANTOU Marios THEOFANOUS Charalampos BANIOTOPOULOS	2020	Frontiers of Structural and Civil Engineering2020，14，1：	0

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