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17篇 您的检索式：作者名="Linzel D"

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		题名	作者	年代	出处	被引量
	1	Characterization of material properties of HPS-485W (70W) TMCP for bridge girder applications 显示文摘	Kayser C R Swanson J A Linzell D G	2006	Journal of Bridge Engineering2006，11，1：	1
	2	tmlte ele- ment analysis of steel beam to column connections subiected to blast loads 显示文摘	Sabuwala T Linzell D Krauthzmmer 1	2005	International Journal of Impact Engineering2005，31，7：	1
	3	Surgical treatment of intra-articular fractures of the distal part of the humerus:functional outcome after twelve to thirty years显示文摘	Doornberg JN van Duijn PJ Linzel D	2007	J Bone Joint Surg(Am)2007，89，7：	1
	4	Finite element analysis of steel beam to column connections subjected to blast loads 显示文摘	SABUWALA T LINZELL D KRAUTHAMMER T	2005	International Journal of Impact Engineering2005，31，：	1
	5	Historical Perspective on Horizontally Curved I-girder Bridge Design in the United States显示文摘	Linzell DG Hall D White D		0，，03：	1
	6	Parameters influ- encing seismic response of horizontally curved, steel, I-girder bridges 显示文摘	Linzell D G Nadakuditi V P	2011	Steel and Composite Structures2011，11，1：	1
	7	Horizontally curved steel bridge seismic vulnerability assessment 显示文摘	Seo J Linzell D G	2012	Engineering Structures2012，34，：	1
	8	Characterization of Material Properties of HPS-485W(70W) TMCP for Bridge Girder Applications 显示文摘	Kayser C R Swanson J A Linzell D G	2006	Journal of Bridge Engineering2006，11，1：	1
	9	Finite element analysis of steel beam to column connections subjected to blast loads 显示文摘	Sabuwala T Linzell D Krauthammer T	2005	International Journal of Impact Engineering2005，31，7：	1
	10	Finite element analysis of steel beam to column connections subjected to blast loads 显示文摘	Sabuwala T Linzell D Krauthammer T	2005	International Journal of Impact Engineering2005，31，：	1
	11	Nonlinear Seismic Response Analysis of Curved and Skewed Bridge Systemwith Spherical Bearings 显示文摘	Seo J Linzell D G Hu J W	2013	Advances in Civil Engineering2013，2013，：	1
	12	Reference points for radial head prosthesis size显示文摘	Doomberg JN Linzel DS Zurakowski D	2006	J Hand Surg2006，31，1：	1
	13	Cross-frame and lateral bracing influence on curved steel bridge free vibration response显示文摘	MANEETES H LINZELL D G	2003	Journal of Constructional Steel Research2003，59，9：	1
	14	Erection Behavior and Grillage Model Accuracy for a Large Radius Curved Bridge显示文摘	Linzell D G Shura J F	2010	Journal of Constructional Steel Research2010，，3：	1
	15	Finite element analysis of steel beam to column connections subjected to blast loads显示文摘	Sabuwala T Linzell D Krauthzmmer T	2005	International Journal of Impact Engineering2005，31，7：	1
	16	Finite element analysis of steel beam to column con- nections subjected to blast load 显示文摘	Sabuwala T Linzell D Krauthammer T	2005	International Journal of Impact Engineering2005，31，：	1
	17	Response of a continuous, skewed, steel bridge during deck placement显示文摘	CHOO T W LINZELL D G LEE J I	2005	Journal of Constructional Steel Research2005，61，5：	1

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