3Ollgaad J G,Slutter R G,Fisher J W.Shear strength of stud connectors in lightweight and normal - weight concrete[].Engineering Journal of American Institute of Steel Construction.1971
4Wang Y C.Deflection of steel-concrete composite beams with partial shear interaction[].Journal of Structural Engineering ASCE.1998
5Mcmackin P J,Slutter R G,Fisher J W.Headed steel achor undercombined loading[].Engineering Journal American Institute ofSteel Construction.1973
5[1]U.S.DOC.Catalog of Highway bridge Plans,U.S.Department of Commerce,Bureau of Public Roads,Washington,D.,1990.
6[2]Taly N.Design of modern highway bridges.McGraw-Hill Companies,Inc.,New York,1998.
7[3]Brozzetti J.Design development of steel-concrete composite bridges in France.Journal of Constructional Steel Research,2000,55:229-243.
8[4]Newmark N.M.,Siess,C.P.,Viest,I.M.Test and analysis of composite beams with incomplete interaction.Experimental Stress Analysis,1951,9(6):896-901.
9[6]Eurocode 4.Design of composite steel and concrete structures,Part 2:Composite bridges.European Committee for Standardization (CEN),Brussels,Belgium,1994.
10[7]Roik K.,Haensel J.Design and construction methods for composite girders in Europe.The design of steel bridges,London,Granada,1981:387-408.
