\شماره٪٪۱
Ataei, A., Bradford, M.A. and Liu, X. ``Experimental study
of composite beams having a precast geopolymer concrete slab
and deconstructable bolted shear connectors'',{\it Engineering Structures},
{\bf 114}(1), pp. 1-13 (2016).
\شماره٪٪۲
Gattesco, N. and Giuriani, E. ``Experimental study on stud
shear connectors subjected to cyclic loading'', {\it Journal of Constructional
Steel Research}, {\bf 38}(1), pp. 1-21 (May, 1996).
\شماره٪٪۳
Bursi, O.S. and Gramola, G. ``Behaviour of headed stud shear
connectors under lowcycle high amplitude displacements'', {\it Materials
and Structures}, {\bf 32}, pp. 290-297 (May, 1999).
\شماره٪٪۴
Zandonini, R. and Bursi, O. ``Cyclic behavior of headed stud
shear connectors'', {\it In Composite Construction in Steel and Concrete
IV Conference, Banff, Alberta}, Canada (2000).
\شماره٪٪۵
Dallam, L. ``High strength bolt shear connectors - pushout
tests'', {\it Journal Proceedings}, {\bf 65}(9), pp. 767-769 (1968).
\شماره٪٪۶
Lam, D., Dai, X. and Saveri, E. ``Behaviour of demountable
shear connectors in steel-concrete composite beams'', {\it In International
Conference on Composite Construction in Steel and Concrete, North
Queensland}, Australia (2013).
\شماره٪٪۷
Ataei, A., Bradford, M.A. and Liu, X. ``Computational modelling
of the moment-rotation relationship for deconstructable flush
end plate beam-to-column composite joints'', {\it Journal of Constructional
Steel Research}, {\bf 129}, pp. 75-92 (Feb 2017).
\شماره٪٪۸
Pavlovi\'{c}, M., Markovi\'{c}, Z., Veljkovi\'{c}, M. and et al.
``Bolted shear connectors vs. headed studs behaviour in push-out
tests'', {\it Journal of Constructional Steel Research}, {\bf 88}, pp. 134-149
(Sep 2013).
\شماره٪٪۹
Ataei, A., Zeynalian, M. and Yazdi, Y. ``Cyclic behaviour
of bolted shear connectors in steel-concrete composite beams'',
{\it Engineering Structures}, {\bf 198}, pp. 1-24 (Nov 2019).
\شماره٪٪۱۰
Schaap, B. ``Methods to develop composite action in non-composite
bridge floor systems: Part I'', {\it MSc thesis, The University of
Texas at Austin}, pp. 280 (2004).
\شماره٪٪۱۱
Kwon, G.U. ``Strengthening existing steel bridge girders
by the use of post-installed shear connectors'', {\it PhD thesis, The
University of Texas at Austin}, pp. 239 (2008).
\شماره٪٪۱۲
Mirza, O., Zhu, X. and Uy, B. ``Retrofitting/ strengthening
strategy for existing bridge using bling bolts as shear connectors'',
{\it In 4th Australian Small Bridges Conference}, (10-11 May, 2011).
\شماره٪٪۱۳
Ataei, A., Bradford, M.A. and Valipour, H.R. ``Finite element
analysis of HSS semi-rigid composite joints with precast concrete
slabs and demountable bolted shear connectors'', {\it Finite Elements
in Analysis and Design}, {\bf 122}, pp. 16-38 (Dec 2016).
\شماره٪٪۱۴
Hognestad, E. ``Study of combined bending and axial load
in reinforced concrete members'', {\it University of Illinois at Urbana
Champaign: College of Engineering, Engineering Experiment Station}
(1951).
\شماره٪٪۱۵
Manual, ``ABAQUS User'S. and I.I. Volume: Version 6.
)