\شروع{مراجع}{۹۹}\کششفاصلهکرسی{۰٫۷}
\شروع{دستهبندیچپ}
\شماره٪٪۱
Kelly, J.M., Skinner, R.I. and Heine, A.J. ``Mechanisms of
energy absorption in special devices for use in earthquake resistant
structures'', {\it Bull. New Zeal. Soc. Earthq. Eng.}, {\bf 5}(3), pp. 63-73
(1972).
\شماره٪٪۲
Bergman, D.M. ``Evaluation of cyclic testing of steel-plate
devices for added damping and stiffness'', {\it Rep. No. UMCE87-10.
MI, USA Univ. Michigan} (1987).
\شماره٪٪۳
Tsai, K.C., Chen, H.W., Hong, C.P. and et al. ``Design of
steel triangular plate energy absorbers for seismic-resistant
construction'', {\it Earthq. Spectra}, {\bf 9}(3), pp. 505-528 (1993).
\شماره٪٪۴
Nakashima, M., Iwai, I., Iwata, M. and et al.
``Energy dissipation behaviour
of shear panels made of low yield steel'', {\it Earthq. Eng. Struct.
Dyn.}, {\bf 23}(12), pp. 1299-1313 (1994).
\شماره٪٪۵
Chen, Z., Ge, H. and Usami, T. ``Hysteretic model of stiffened
shear panel dampers'', {\it J. Struct. Eng.},
{\bf 132}(3), pp. 478-483 (2006).
\شماره٪٪۶
Maleki, S. and Bagheri, S. ``Pipe damper, Part I: Experimental
and analytical study'', {\it J. Constr. Steel Res.},
{\bf 66}(8--9), pp. 1088-1095
(2010).
\شماره٪٪۷
Maleki, S. and Mahjoubi, S. ``Dual-pipe damper'', {\it J. Constr.
Steel Res.}, {\bf 85}, pp. 81-91 (2013).
\شماره٪٪۸
Cheraghi, A. and Zahrai, S.M. ``Cyclic testing of multilevel
pipe in pipe damper'', {\it J. Earthq. Eng.},
{\bf 23}(10), pp. 1695-1718 (2019).
\شماره٪٪۹
Ahmadie Amiri, H., Najafabadi, E.P. and Estekanchi, H.E. ``Experimental
and analytical study of block slit damper'', {\it J. Constr. Steel
Res.}, {\bf 141}, pp. 167-178 (2018).
\شماره٪٪۱۰
Li, Z., Shu, G. , and Huang, Z. ``Development and cyclic testing
of an innovative shear-bending combined metallic damper'', {\it J.
Constr. Steel Res.}, {\bf 158}, pp. 28-40 (2019).
\شماره٪٪۱۱
Lee, M., Lee, J. and Kim, J. ``Seismic retrofit of structures
using steel honeycomb dampers'', {\it Int. J. Steel Struct.}, {\bf 17}, pp.
215-229 (2017).
\شماره٪٪۱۲
Yang, T.Y., Li, T., Tobber, L. and et al. ``Experimental
and numerical study of honeycomb structural fuses'', {\it Eng. Struct.},
{\bf 204}, p. 109814 (2020).
\شماره٪٪۱۳
Javanmardi, A., Ghaedi, K., Ibrahim, Z. and et al.
``Development of a new hexagonal honeycomb steel damper'',
{\it Arch. Civ. Mech. Eng.}, {\bf 20}(63), pp. 1-19 (2020).
\شماره٪٪۱۴
Dassault Syst\`{e}mes Simulia, ``Abaqus CAE user's Manual'',
(2017).
\شماره٪٪۱۵
Yazdi, M. ``Design of fillet welds in plastic state'', {\it M.Sc.
Thesis}, Sharif University of Technology, Tehran, Iran (In Persian)
(1396/2018).
\شماره٪٪۱۶
Saneei Nia, Z., Ghassemieh, M. and Mazroi, A. ``WUF-W connection
performance to box column subjected to uniaxial and biaxial loading'',
{\it J. Constr. Steel Res.}, {\bf 88}, pp. 90-108 (2013).
\شماره٪٪۱۷
Wierzbicki, T., Bao, Y., Lee, Y.W. and et al. ``Calibration
and evaluation of seven fracture models'', {\it Int. J. Mech. Sci.},
{\bf 47}(4-5), pp. 719-743 (2005).
\شماره٪٪۱۸
Eshraghi, S. and
Carolan, M.E. ``Quick calibration of fracture behaviors in TC128 steel for
finite element modeling'', Rep. No. DOT/FRA/ORD-20/46.US. Federal
Railroad Administration (2020).
\شماره٪٪۱۹
Yu, H.L. and Jeong, D.Y. ``Application of a stress triaxiality
dependent fracture criterion in the finite element analysis of
unnotched charpy specimens'', {\it Theor. Appl. Fract. Mech.}, {\bf 54}(1),
pp. 54-62 (2010).
\شماره٪٪۲۰
FEMA 461, ``Interim protocols for determining seismic performance
characteristics of structural and nonstructural components'',
{\it Federal Emergency Management Agency}, Washington, DC (USA) (2007).
\شماره٪٪۲۱
Chopra, A. ``Dynamics of structures: Theory and applications
to earthquake engineering'', {\it 5th ed. Englewood Cliffs, Prentice
Hall} (2020).
\شماره٪٪۲۲
FEMA 356, ``Prestandard, commentary for the seismic rehabilitation
of buildings'', {\it Federal Emergency Management Agency}, Washington,
DC (USA) (2000).
)
