\شماره٪٪۱
K\"{o}vesdi, B., Alcaine, J., Dunai, L. and etal.
``Interaction behaviour of steel I-girders; part II:
Longitudinally stiffened girders'', {\it J. Constr. Steel Res.} {\bf
103},
pp. 344-353. doi:10.1016/J.JCSR.2014.06.017 (2014).
\شماره٪٪۲
Dwaikat, M.M.S. ``On the plastic moment-shear interaction curves
of steel sections under fire,'' {\it J. Struct. Fire Eng}.
{\bf 7}, pp. 97-113.
doi:10.1108/JSFE-06-2016-008 (2016).
\شماره٪٪۳
Knobloch, M. ``Stability of steel structures in fire: state-of-the-art,
recent studies in Switzerland and future trends'', {\it Stahlbau}. {\bf 83}
pp. 257-264 (2014).
\شماره٪٪۴
Wagner, H. ``Flat sheet metal girders with very thin metal web.
Part I: general theories and assumptions'' (1931).
\شماره٪٪۵
Basler, K. ``Strength of plate girders in shear'', {\it J. Struct.
Div}. {\bf 87}, pp. 151-180 (1961).
\شماره٪٪۶
H\"{o}glund, T. ``Shear buckling resistance of steel and aluminium
plate girders'', {\it Thin-Walled Struct}. {\bf 29}, pp. 13-30
doi:10.1016/S0263-8231(97)00012-8 (1997).
\شماره٪٪۷
EN 1993-1-5, ``Eurocode3: design of steel structures - Part
1-5: Plated structural elements:'' {\it European Committee for Standardisation
(CEN)} (2006).
\شماره٪٪۸
Tan, K. and Qian, Z. ``Experimental behaviour of a thermally restrained
plate girder loaded in shear at elevated temperature'', {\it Journal
of Constructional Steel Research} {\bf 64.5}, pp.
596-606 (2008).
\شماره٪٪۹
Vimonsatit, V., Tan, K.H. and Qian, Z.H. ``Testing of plate girder
web panel loaded in shear at elevated temperature'', {\it J. Struct.
Eng}.
{\bf
133}, pp. 815-824,
doi:10.1061/(ASCE)0733-9445(2007)133:6(815) (2007).
\شماره٪٪۱۰
Vimonsatit, V., Tan, K.H. and Ting, S.K. ``Shear strength of plate
girder web panel at elevated temperature,'' {\it J. Constr. Steel Res}.
{\bf 63}, pp. 1442-1451. doi:10.1016/J.JCSR.2007.01.002 (2007).
\شماره٪٪۱۱
Qian, Z. and Tan, K. ``Deflection behaviour of plate girders loaded
in shear at elevated temperatures'', {\it J. Constr. Steel Res}, {\bf 65}(4)
pp. 991-1000 (2009).
\شماره٪٪۱۲
Scandella, C., Knobloch, M. and Fontana, M. ``Numerical analysis
on the fire behaviour of steel plate girders, in: Prog''. {\it Saf.
Struct. Fire Proc. 8th Int. Conf. Struct. Fire, Tongji University
Press}, pp. 105-112 (2014).
\شماره٪٪۱۳
Salminen, M. ``-J, M.H. of constructional steel research, undefined
2014, Numerical analysis of thin steel plates loaded in shear
at non-uniform elevated temperatures'', {\it
Elsevier. Journal of Constructional
Steel Research}. {\bf 97}, pp. 105-113 (2014).
\شماره٪٪۱۴
Kodur, V.K.R. and Naser, M.Z. ``Effect of shear on fire response
of steel beams'', {\it J. Constr. Steel Res}. {\bf 97}, pp. 48-58.
doi:10.1016/j.jcsr.2014.01.018 (2014).
\شماره٪٪۱۵
Reis, A., Lopes, N. and Real, P.V. ``Shear-bending interaction in
steel plate girders subjected to elevated temperatures, {\it Thin-Walled
Struct}, {\bf 104}, pp. 34-43. doi:10.1016/j.tws.2016.03.005 (2016).
\شماره٪٪۱۶
Quan, G., Huang, S. and Burgess, I. ``An analytical approach to
modelling shear panels in steel beams at elevated temperatures'',
{\it Engineering Structures} {\bf 85}, pp. 73-82 (2015).
\شماره٪٪۱۷
Kodur, V.K.R. and Naser, M.Z. ``Approach for shear capacity evaluation
of fire exposed steel and composite beams'', {\it J. Constr. Steel Res}.
{\bf 141}, pp. 91-103 (2018).
\شماره٪٪۱۸
Pourmoosavi, G., Ghasemi, S.A.M., Azar, B.F. and et al.
``Shear design curves of unstiffened plate girder web panels at
high temperatures'', {\it J. Constr. Steel Res}.
{\bf 164} pp. 105808 (2020).
\شماره٪٪۱۹
Pourmoosavi, G.H., Ghasemi, S.A.M., Azar, B.F. and et al
``Numerical investigation on ultimate shear strength of long steel
plate girder web panels at high temperatures, '' {\it J. Build. Eng}.
{\bf 29}, pp. 101070 (2020).
\شماره٪٪۲۰
Lee, S.C., Lee, D.S. and Yoo, C.H. ``Ultimate shear strength of
long web panels'', {\it J. Constr. Steel Res}, {\bf 64},
pp. 1357-1365,
doi:10.1016/J.JCSR.2008.01.023 (2008).
\شماره٪٪۲۱
H\"{o}glund, T. ``Shear buckling resistance of steel and aluminium
plate girders'', {\it Thin-Walled Struct}. {\bf 29}, pp. 13-30,
doi:10.1016/S0263-8231(97)00012-8 (1997).
\شماره٪٪۲۲
H\"{o}glund, T. ``Behaviour and strength of the web of thin plate
I-girders'', {\it Bulletin.}, {\bf 93}, pp. 13-30 (1971).
\شماره٪٪۲۳
EN 1993-1-5, ``Eurocode3: design of steel structures - Part
1-5: Plated structural elements:'' {\it European Committee for Standardisation
(CEN)} (2006).
\شماره٪٪۲۴
Daley, A.J., Brad Davis, D. and White, D.W. ``Shear strength of
unstiffened steel I-section members'', {\it J. Struct. Eng.} {\bf 143}, pp.
04016190. doi:10.1061/(ASCE)ST.1943-541X.0001639 (2017).
\شماره٪٪۲۵
ANSI/AISC 360-16, ``Specification for structural steel buildings'',
{\it American. Inst. Steel Constr}, pp. 1-612 (2016).
\شماره٪٪۲۶
Gheitasi, A. and Alinia, M.M. ``Slenderness classification of unstiffened
metal plates under shear loading'', {\it Thin-Walled Struct}. {\bf 48},
pp. 508-518,
doi:10.1016/j.tws.2010.02.004 (2010).
\شماره٪٪۲۷
Ghadami, A. and Broujerdian, V. ``Shear behavior of steel plate
girders considering variations in geometrical properties'', {\it J.
Constr. Steel Res}, doi:10.1016/j.jcsr.2018.11.009 (2019).
\شماره٪٪۲۸
Broujerdian,V., Mahyar, P. and Ghadami, A. ``Effect of curvature
and aspect ratio on shear resistance of unstiffened plates'', {\it J.
Constr. Steel Res}, {\bf 112},
pp.263-270, doi:10.1016/j.jcsr.2015.04.025 (2015).
\شماره٪٪۲۹
Ghadami, A. and Broujerdian, V. ``Flexure--shear interaction in
hybrid steel I-girders at ambient and elevated temperatures,''
{\it Adv.
Struct. Eng}. {\bf
22}, pp. 1501-1516, doi:10.1177/1369433218817893 (2019).
\شماره٪٪۳۰
AASHTO, ``Bridge design specifications, in'', {\it American Association
of State Highway and Transportation Officials, Washington, DC}
(2014).
\شماره٪٪۳۱
Abaqus 6.14. ``ABAQUS analysis user's manual, ABAQUS Inc.'',
(2016).
\شماره٪٪۳۲
Amani, M., Alinia, M.M. and Fadakar, M. ``Imperfection sensitivity
of slender/stocky metal plates'', {\it Thin-Walled Struct}. {\bf 73},
pp. 207-215. doi:10.1016/J.TWS.2013.08.010 (2013).
\شماره٪٪۳۳
Reis, A., Lopes, N., Real, E. and et al. ``Numerical modelling
of steel plate girders at normal and elevated temperatures'', {\it Fire
Saf}. {\bf J.86}, pp.
1-15, doi:10.1016/j.firesaf.2016. 08.005 (2016).
\شماره٪٪۳۴
Alinia, M., Hosseinzadeh, S. and Habashi, H. ``Numerical modelling
for buckling analysis of cracked shear panels'', {\it Thin-Walled Struct}.
{\bf 45}, pp. 1058-1067. (2007).
\شماره٪٪۳۵
Amani, M., Edlund, B.L.O. and Alinia, M.M. ``Buckling and postbuckling
behavior of unstiffened slender curved plates under uniform shear'',
{\it Thin-Walled Struct}. {\bf 49}, pp. 1017-1031. doi:10.1016/j.tws.
2011.03.007 (2011).
\شماره٪٪۳۶
Lee, S.C. and Yoo, C.H. ``Experimental study on ultimate shear
strength of web panels'', {\it J. Struct. Eng}, {\bf 125} pp. 838-846.
doi:10.1061/(ASCE)0733-
9445(1999)125: 8(838) (1999).
\شماره٪٪۳۷
EN 1993-1-2, ``Eurocode3: design of steel structures - Part
1-2: general rules - structural fire design: {\it European Committee
for Standardisation (CEN)} (2005).
\شماره٪٪۳۸
Garlock, M.E.M. and Glassman, J.D. ``Elevated temperature evaluation
of an existing steel web shear buckling analytical model, {\it J.
Constr. Steel Res}. {\bf 101}, pp. 395-406. doi:10.1016/J.JCSR.2014.05.021
(2014).
)