EUROSTEEL 2008 - ECCS Publications - E-store

IV
Innovative solution of continuity for composite bridges - Numerical investigation of an
experimental specimen 207
Hugues Somja, Sao Serey Kaing, Alain Lachal
Experimental study on slim composite girder for short and medium span bridges 213
Ryuichi Minata, D. Uchida, K. Kobayashi, T. Hasegawa, Akimitsu Kurita
Fatigue strength of grouped shear studs 219
Osamu Ohyama, Nobuhito Okubo, Akimitsu Kurita
Connection flexibility effects in steel-concrete girders according to in-situ tests of a road
bridge 225
Czesław Machelski, Robert Toczkiewicz
An improved model for the analysis of composite steel-concrete slab-and-beam structures 231
Evangelos J. Sapountzakis, V.G. Mokos
Failure probability based on LRFD and ASD methods - Design of two-span continuous
composite two-plate-girder highway bridges in Japan 237
Toshiyuki Sugiyama, Junji Yoshida
Composite construction
Shear force capacity of a crown dowel - Models for calculation 243
Thomas Petraschek, Josef Fink
Experimental analysis of T-perfobond shear connectors for steel and composite structures 249
Juliana da C. Vianna, P.C.G. da S. Vellasco, L.F. Costa-Neves, S.A.L. de Andrade
Experimental and numerical investigation of perforated shear connector for composite
structures 255
Peter Chromiak, Jiri Studnicka
Monotonic and cyclic behaviour of shear connectors 261
Adrian Ciutina, Aurel Stratan
Failure mechanism and shear strength of grouped arrangement of headed stud connectors 267
Jun Okada, Teruhiko Yoda
Shear connection by transverse rebars - Shallow floor composite beams 273
Matti V. Leskelä
Force transfer in concrete-filled steel tube columns 279
Uwe Starossek, Nabil Falah
Seismic behaviour of through plate moment connections - Analytical study of their usage
in concrete-filled steel tube column frames 285
Meisam Safari Gorji
Numerical model of the ultimate behaviour of SHS-CFT columns 291
Luigi Mastrandrea, Rosario Montuori, Vincenzo Piluso