\شماره٪٪۱
King, S. and Delatte, N.J. ``Collapse of 2000 commonwealth
avenue: punching shear case study'', {\it Journal of Performance of
Constructed Facilities, ASCE}, {\bf 18}(1), pp. 54-61 (Feb 2004).
\شماره٪٪۲
Leyendecker, E.V. and Fattal, S.G. ``Investigation of the
skyline plaza collapse in fairfax county, Virginia'', Centre for
Building Technology Report BSS 94, Institute for Applied Technology,
National Bureau of Standards, Washington, D.C. p. 57 (1973).
\شماره٪٪۳
Lew, H.S, Carino, N.J. and Fattal, S.G. ``Cause of the condominium
collapse in cocoa beach, Florida'', {\it Concrete International, American
Concrete Institute}, {\bf 4}(8), pp. 64-73 (1982).
\شماره٪٪۴
Mitchell, D., Adams, J., DeVall, R.H. and et al.
``Lessons from the 1985 Mexican Earthquake'', {\it Canadian Journal
of Civil Engineering}, {\bf 13}(5), pp. 535-557 (Aug 1986).
\شماره٪٪۵
Fern\'{a}ndez, R.M.,
Mirzaei, Y. and Muttoni, A. ``Post-punching
behavior of flat slabs'', {\it ACI Structural Journal}, {\bf 110}, pp. 801-812
(Oct 2013).
\شماره٪٪۶
Hawkins, N.M. and Mitchell, D. ``Progressive collapse of flat
plate structures'', {\it ACI Journal, USA}, {\bf 76}(10), pp. 775-808 (July
1979).
\شماره٪٪۷
Mitchell, D. and Cook, W.D. ``Preventing progressive collapse
of slab structures'', {\it Journal of Structural Engineering, USA},
{\bf 110}(7), pp. 1513-1532 (July 1984).
\شماره٪٪۸
Melo, G.S. and Regan, P.E. ``Post-punching resistance of connections
between flat slabs and interior columns'', {\it Magazine of Concrete
Research, UK}, {\bf 50}(4), pp. 319-327 (Dec 1998).
\شماره٪٪۹
Habibi, F., Redl, E., Egberts, M. and et al.
``Assessment of CSA A23.3 structural integrity requirements
for two-way slabs'', {\it Canadian Journal Civil Engineering}, {\bf 39}(4),
pp. 351-361 (Mar 2012).
\شماره٪٪۱۰
Muttoni, A. ``Punching shear strength of reinforced concrete
slabs without transverse reinforcement'', {\it ACI Structural Journal,
USA}, {\bf 105}(4), pp. 440-450 (July-Aug 2008).
\شماره٪٪۱۱
ACI-ASCE Committee 426. ``Shear strength of reinforced concrete
members slabs'', In: Proc, ASCE, 100(ST8), pp. 543-1591 (1974).
\شماره٪٪۱۲
Mitchell, D. ``Controversial issues in the seismic design
of reinforced concrete frames'', Recent Developments in Lateral
Force Transfer in Buildings, Thomas Paulay Symposium, American
Concrete Institute, La Jolla, CA, pp.73-93 (1993).
\شماره٪٪۱۳
Dei Poli, S., di Prisco, M. and Gambarova, P. ``Cover and
stirrup effects on the shear response of dowel bar embedded in
concrete'', {\it ACI Structural Journal}, {\bf 90}(4), pp. 441-450 (July-Aug
1993).
\شماره٪٪۱۴
Vintzeleou, E. and Tassios, T.P. ``Mathematical models for
dowel action under monotonic and cyclic conditions'', {\it Magazine
of Concrete Research}, {\bf 38}(134), pp. 13-22 (Mar 1986).
\شماره٪٪۱۵
Jelic, I., Pavlovic, M.N. and Kotsovos, M.D. ``A study of
dowel action in reinforced concrete beams'', {\it Magazine of Concrete
Research}, {\bf 2}(2), pp. 131-141 (Apr 1999).
\شماره٪٪۱۶
Soroushian, P., Obaseki, K., Rojas, M. and et al. ``Analysis
of dowel bars acting against concrete core'', {\it ACI Structural
Journal}, {\bf 83}(4), pp. 642-649 (July 1986).
\شماره٪٪۱۷
Knoll, F. and Vogel, T. ``Design foro robustness'', {\it Structural
Engineering Documents}, {\bf 11}, p. 99 (2009).
\شماره٪٪۱۸
Mirzaei, Y. and Muttoni, A. ``Tests of the post punching
behavior of the reinforced concrete flat slabs'', Switzerland:
IBETON (2008).