@incollection{,
	
					
					
					F2FF4A1F85777C3A70A5EF07E20D35D0
				,
	author={{Seyed MostafaShabanian} and {Babol Noshirvani University of Technology}},
	journal={{Global Journal of Researches in Engineering}},
	journal={{GJRE}}2249-45960975-586110.34257/gjre,
	address={Cambridge, United States},
	publisher={Global Journals Organisation}1711522
}

@book{b0,
	
	
		,
	title={{Synthesis of Design, testing and Analysis Research on Steel Column Base Plate Connections in High seismic Zones}}
		,
	author={{
			JEGrauvilardell
		} and {
			DLee
		} and {
			JFHajjar
		} and {
			RJDexter
		}}
		
		
		
		No.ST-04-02
		
			,
	year={2005}
			,
	address={Minneapolis, Minnesota}
		
		
			Department of Civil Engineering 500 Pillsbury Drive SE University of Minnesota
		
	
	,
	note={Structural Engineering Report}

}

@incollection{b1,
	
	
		,
	title={{Flexural performance of symmetrical cold-formed thin-walled members under monotonic and cyclic loading}}
		,
	author={{
			H.-LHsu
		} and {
			P.-SChi
		}}
		
	
	
		,
	journal={{Journal of Thin-Walled Structures}}
		
			41
			
			,
	year={2003}
		
	

}

@incollection{b2,
	
	
		,
	title={{Development of moment-rotation model equations for flush end -plate connections}}
		,
	author={{
			AAbolmaali
		} and {
			JHMatthys
		} and {
			MFarooqi
		} and {
			YChoi
		}}
		
		
		
	
	
		,
	journal={{Journal of Constructional Steel Research}}
		
			61
			
			,
	year={2005}
		
	

}

@incollection{b3,
	
	
		,
	title={{Column Base Plates with Axial Loads and Moments}}
		,
	author={{
			JTDewolf
		} and {
			EFSarisley
		}}
		
	
	
		,
	journal={{Journal of the Structural Division}}
		
			106
			ST11
			
			,
	year={1980. November}
			,
	publisher={ASCE}
		
	

}

@incollection{b4,
	
	
		,
	title={{Behavior of a Simple Column Base Connection}}
		,
	author={{
			APicard
		} and {
			DBeaulieu
		}}
		
	
	
		,
	journal={{Canadian Journal of Civil Engineering}}
		
			12
			
			,
	year={1985}
		
	

}

@incollection{b5,
	
	
		,
	title={{Rotational Restraint of a Simple Column Base Connection}}
		,
	author={{
			APicard
		} and {
			DBeaulieu
		} and {
			BPerusse
		}}
		
		
	
	
		,
	journal={{Canadian Journal of Civil Engineering}}
		
			14
			
			,
	year={1987}
		
	

}

@incollection{b6,
	
	
		,
	title={{Base Plates under Axial Loads and Moments}}
		,
	author={{
			DPThambiratnam
		} and {
			PParamasivam
		}}
		
	
	
		,
	journal={{Journal of Structural Engineering}}
		
			112
			5
			
			,
	year={1986}
			,
	publisher={ASCE}
		
	

}

@incollection{b7,
	
	
		,
	title={{Cyclic Behavior and Seismic Design of Steel Base Plates}}
		,
	author={{
			AAstaneh
		} and {
			GBergsma
		}}
		
	
	
		,
	booktitle={{Proceedings of Structures Congress}}
				Structures Congress
		
			,
	publisher={ASCE}
			,
	year={1993}
			1
			
		
	

}

@incollection{b8,
	
	
		,
	title={{Parametric analyses on the initial stiffness of the SHS column base plate connections using FEM}}
		,
	author={{
			SKhodaie
		} and {
			MRMohamadi-Shooreh
		} and {
			MMofid
		}}
		
		
	
	
		,
	journal={{Journal of Engineering Structures}}
		
			34
			
			,
	year={2012}
		
	

}

@book{b9,
	
	
		,
	title={{Application of the component method to column bases experimentation and development of a mechanical model for characterization}}
		,
	author={{
			SGuisse
		} and {
			DVandegans
		} and {
			JPJaspart
		}}
		
		
		
			,
	year={1996}
		
	
	,
	note={Report no}

}

@book{b10,
	
	
		,
	title={{}}
		,
	author={{
			Mt195
		} and {
			Liège
		}}
		
		
	

}

@incollection{b11,
	
	
		,
	title={{Experimental and analytical investigation of steel column bases}}
		,
	author={{
			JPJaspart
		} and {
			DVandegans
		}}
		
	
	
		,
	journal={{Research Centre of the Belgian Metalworking Industry 12. G.N. Stamatopoulos, J. Ch. Ermopoulos}}
		
			48
			
			,
	year={1998. 2011}
		
	
	,
	note={Journal of Constructional Steel Research}

}

@incollection{b12,
	
	
		,
	title={{Experimental Studies on Cyclic Behaviour Modes of Base-Plate Connections}}
		,
	author={{
			SAdany
		} and {
			LCalado
		} and {
			LDunai
		}}
		
		
	
	
		,
	booktitle={{Proceedings of the Third International Conference on the Behavior of Steel Structures in Seismic Areas}}
				the Third International Conference on the Behavior of Steel Structures in Seismic AreasMontreal, Canada
		
			,
	year={2000. STESSA 2000}
			
		
	

}

@incollection{b13,
	
	
		,
	title={{Parametric study of simple columnbase connections under cyclic loading}}
		,
	author={{
			ACherati
		} and {
			Gh
		}}
		
	
	
		,
	journal={{M.Sc. dissertation}}
		
			,
	year={2012}
		
		
			Sharif University of Technology Tehran
		
	

}

@incollection{b14,
	
	
		,
	title={{On the analytical model of semi-hinged steel connections, using plate theory}}
		,
	author={{
			MMo Fid
		} and {
			SAzizpour
		} and {
			SLMccabe
		}}
		
		
	
	
		,
	journal={{Journal of Thin-Walled Structures}}
		
			40
			
			,
	year={2002}
		
	

}

@incollection{b15,
	
	
		,
	title={{FE model of beam-to-column extended end-plate joints}}
		,
	author={{
			CDíaz
		} and {
			MVictoria
		} and {
			PMarti
		} and {
			OQuerin
		}}
		
		
		
	
	
		,
	journal={{Journal of Constructional Steel Research}}
		
			67
			
			,
	year={2011}
		
	

}

@book{b16,
	
	
		,
	title={{Analytical Model for Concrete Anchorages of Reinforcing Bars under Generalized Excitations}}
		,
	author={{
			VCiampi
		} and {
			REligehausen
		} and {
			VVBertero
		} and {
			EPPopov
		}}
		
		
		
		No. UCB/EERC82/23
		
			,
	year={1982}
		
		
			University of California at Berkeley
		
	
	,
	note={Technical Report}

}

@incollection{b17,
	
	
		,
	title={{Finite element simulation of the cyclic behavior of end-plate joints}}
		,
	author={{
			SAdany
		} and {
			LDunai
		}}
		
	
	
		,
	journal={{Journal of Computers and Structures}}
		
			82
			
			,
	year={2004}
		
	

}

@book{b18,
	
	
		,
	title={{20. ECCS 1986, Recommended Testing Procedure for Assessing the Behaviour of Structural Steel Elements Under Cyclic Loads, Europian Convention for Constructional Steelwork}}
		,
	author={{
			DGregor
		} and {
			FWald
		} and {
			IJirovsky
		} and {
			MDrdacky
		}}
		
		
		
		
	
	,
	note={EXPERIMENTS WITH COMPONENT PLATE IN BENDING AND BOLT IN TENSION SUBJECT TO REPEATED LOAD. Technical Working Group 1.3 -Seismic Design}

}