\شماره٪٪۱
Cooper, J.D., Friedland, I.M., Buckle, I.G. and
et al. ``The Northridge earthquake: Progress made, lessons
learned in seismic-resistant bridge design'', Report 58, U.S.
DOT Federal Highway Administration, Washington, D.C. (1994).
\شماره٪٪۲
Miyazaki, Y., Abe, K., Ando, M. and et al. ``Seismic activity
in Japan'', http:// www.hp1039.jishin.go. jp/eqchreng/eqchrfrm.htm
(Dec., 2013).
\شماره٪٪۳
Khandelwal, K., El-Tawil, S., Kunnath, S.K., and et al. ``Macromodel-based
simulation of progressive collapse: Steel frame structures'',
{\it Journal of Structural Engineering}, {\bf 7}(134), pp. 1070-1078 (2008).
\شماره٪٪۴
Szyniszewski, S. and Krauthammer, T. ``Energy flow in progressive
collapse of steel framed buildings'', {\it Engineering Structures},
{\bf 42}, pp. 142-153 (2012).
\شماره٪٪۵
Kuwamura, H. ``Classification of material and welding in fracture
consideration of seismic steel frames'', {\it Engineering Structures},
{\bf 5}(25), pp. 547-563 (2003).
\شماره٪٪۶
Kuwamura, H., Iyama, J. and Matsui, K. ``Effects of material
toughness and plate thickness on brittle fracture of steel members'',
{\it Journal of Structural Engineering}, {\bf 11}(129), pp. 1475-1483 (2003).
\شماره٪٪۷
Kuwamura, H. and Yamamoto, K. ``Ductile crack as trigger of brittle
Fracture in Steel'', {\it Journal of Structural Engineering}, {\bf 6}(123),
pp. 729-735 (1997).
\شماره٪٪۸
Sadek, F., Main, J.A., Lew, H.S. and et al.
``Performance of steel moment connections under
a column removal scenario. I: Experiments'', {\it Journal of Structural
Engineering}, {\bf 139}(1), pp. 108-119 (Jan., 2013).
\شماره٪٪۹
Kanvinde, A.M. and Deierlein, G.G. ``Micromechanical simulation
of earthquakeinduced fracture in steel structures'', Blume Center
TR 145, Stanford University, Stanford, CA (2004).
\شماره٪٪۱۰
Rice, J.R. and Tracey, D.M. ``On the ductile enlargement of voids
in triaxial stress fields'', {\it Journal of the Mechanics and Physics
of Solids}, {\bf 17}(3), pp. 201-217 (1969).
\شماره٪٪۱۱
Hancock, J.W. and Mackenzie, A.C. ``On the mechanics of ductile
failure in high-strength steel subjected to multi-axial stress-states'',
{\it Journal of Mechanics and Physics of Solids}, {\bf 24}(3), pp. 147-169
(1976).
\شماره٪٪۱۲
Kanvinde, A.M. and Deierlein, G.G. ``Void growth model and stress
modified critical strain model to predict ductile fracture in
structural steels'', {\it J. Struct. Eng.},
{\bf 132}(12), pp. 1907-1918 (2006).
\شماره٪٪۱۳
Kanvinde, A.M. and Deierlein, G.G. ``Cyclic void growth model
to assess ductile fracture initiation in structural steels due
to ultra low cycle fatigue'', {\it J. Struct. Eng.}, {\bf 133}(6), pp. 701-715
(2007).
\شماره٪٪۱۴
Kanvinde, A.M. and Deierlein, G.G. ``Validation of cyclic void
growth model for fracture initiation in blunt notch and dogbone
steel specimens'', {\it J. Struct. Eng.}, {\bf
134}(9), pp. 1528-1537 (2008).
\شماره٪٪۱۵
Dinu, F. and Marginean, I. ``Experimental testing and numerical
analysis of 3D steel frame system under column loss'', {\it J. Engineering
Struct.}, {\bf 113}, pp. 59-70 (2016).
\شماره٪٪۱۶
Dinu, F. and Marginean, I. ``Experimental testing and numerical
modelling of steel moment-frame connections under column loss'',
{\it J. Engineering Struct.}, {\bf 151}, pp. 861-878 (2017).
\شماره٪٪۱۷
Cermelj, B., Moze, P. and Sinur, F. ``On the prediction of
low-cycle fatigue in steel
welded beam-to-column joints'', {\it Journal
of Constructional Steel Research}, {\bf 117}, pp. 49-63 (2016).
\شماره٪٪۱۸
Tong, L., Huang, X., Zhou, F. and et al. ``Experimental and
numerical investigations on extremely-low-cycle fatigue fracture
behavior of steel welded joints'', {\it Journal of Constructional Steel
Research}, {\bf 119}, pp. 98-112 (2016).
\شماره٪٪۱۹
Sadek, F., Main, J.A., Lew, H.S. and et al.
``An experimental and computational study of
steel moment connections under a column removal scenario'', NIST
Technical Note 1669, National Institute of Standards and Technology,
U.S. Department of Commerce, Gaithersburg, Maryland (2010).
\شماره٪٪۲۰
Lee, P.; Garai, R. and Ozkula, G. ``Issues on using welded built-up
box columns in steel special moment frames'', {\it 10th U.S. National
Conference on Earthquake Engineering Frontiers of Earthquake
Engineering}, Anchorage, Alaska (July 21-25, 2014).
\شماره٪٪۲۱
FEMA 350, ``Interim guidelines: Recommended seismic design criteria
for new steel moment-frame buildings'', (June, 2000).
\شماره٪٪۲۲
Kuwamura, H. and Yamamoto, K. ``Ductile crack as trigger of brittle
fractures in steel'', {\it J. Struct. Eng.}, {\bf
123}(6), pp. 729-735 (1997).
\شماره٪٪۲۳
Anderson, T.L. ``Fracture mechanics: Fundamentals and applications'',
3rd ed. Boca Raton, FL: CRC Press (2005).
\شماره٪٪۲۴
Wang, Y.Q., Zhou, H. and Shi, Y.J. ``Fracture prediction of welded
steel connections using traditional fracture mechanics and calibrated
micromechanics based models'', {\it Int. J. Steel Struct.}, {\bf 11}(3), pp.
351-366 (2011).
\شماره٪٪۲۵
Zhou, H., Wang, Y., Shi, Y. and et al. ``Extremely
low cycle fatigue prediction of steel beam-to-column connection
by using a micro-mechanics based fracture model'', {\it International
Journal of Fatigue}, {\bf 48}, pp. 90-100 (2013).
\شماره٪٪۲۶
Zhou, H., Wang, Y., Shi, Y. and et al. ``Seismic low-cycle
fatigue evaluation of welded beam-to-column connections in steel
moment frames through global-local analysis'', {\it International Journal
of Fatigue}, {\bf 64}, pp. 97-113 (2014).
\شماره٪٪۲۷
Saykin, V.V., Song, J. and Hajjar, J. F. ``A validated approach
to modeling collapse of steel structures'', Department of Civil
and Environmental Engineering Reports, Report No. NEU-CEE-2014-02.
Department of Civil and Environmental Engineering, Northeastern
University, Boston, Massachusetts (2014).
\شماره٪٪۲۸
ABAQUS, ``Standard user's manual version 14.1. providence'', RI:
Hibbitt, Karlsson \& Sorensen Inc. (2014).
\شماره٪٪۲۹
Myers, A.T., Kanvinde, A.M., Deierlein, G.G. and et al.
``Effect of weld details on the ductility of steel column baseplate
connections'', {\it J. Construct. Steel Res.}, {\bf 65}(6), pp. 1366-1373
(2009).
\شماره٪٪۳۰
Myers, A.T., Deierlein, G.G. and Kanvinde, A.M. ``Testing and
probabilistic simulation of ductile fracture initiation in structural
steel components and weldments'', Blume Center TR 170. Stanford
University, Stanford, CA (2009).
\شماره٪٪۳۱
Tehranizadeh, M., Deylami, A., Gholami, M. and et al. ``Validation
of Cyclic Void Growth Model for Fracture Initiation in the Flange
Plate Connection Between Beam and Box Column'', 15wcee, USBOA
(2012).