\شماره٪٪۱
Forni, D. ``Progressive collapse induced by fire and blast'',
phD diss., Politecnico di Torino, (2017).
\شماره٪٪۲
Elshaer, A., Mostafa, H. and Salem, H. ``Progressive collapse
assessment of multistory reinforced concrete structures subjected
to seismic actions'', {\it KSCE Journal of Civil Engineering}, {\bf 21}(1),
pp. 184-194. (2017).
\شماره٪٪۳
Kim, J. and Kim, T. ``Assessment of progressive collapse-resisting
capacity of steel moment frames'', {\it Journal of Constructional
Steel Research}, {\bf 65}(1), pp. 169-179 (2009).
\شماره٪٪۴
Mashhadi, J. and Saffari, H. ``Modification of dynamic increase
factor to assess progressive collapse potential of structures'',
{\it Journal of Constructional Steel Research}, {\bf 138} pp. 72-78 (2017).
\شماره٪٪۵
Tavakoli, H.R. and Hasani, A.H. ``Effect of earthquake characteristics
on seismic progressive collapse potential in steel moment resisting
frame'', {\it Eearthquakes and Structures}, {\bf 12}(5), pp. 529-541 (2017).
\شماره٪٪۶
Kim, J., Choi, H. and Min, K.W. ``Use of rotational friction dampers
to enhance seismic and progressive collapse resisting capacity
of structures'', {\it The Structural Design of Tall and Special Buildings},
{\bf 20}(4), pp. 515-537 (2011).
\شماره٪٪۷
Kang, B.S., Li, L. and Ku, T.W. ``Dynamic response characteristics
of seismic isolation systems for building structures'', {\it Journal
of Mechanical Science and Technology}, {\bf 23}(8), pp. 2179-2192 (2009).
\شماره٪٪۸
Bhandari, M. and et al. ``The numerical study of base-isolated buildings
under near-field and far-field earthquakes'', {\it Journal of Earthquake
Engineering}, {\bf 22}(6), pp. 1-19 (2017).
\شماره٪٪۹
Kanyilmaz, A. and Castiglioni, C.A. ``Reducing the seismic vulnerability
of existing elevated silos by means of base isolation devices'',
{\it Engineering Structures}, {\bf 143}, pp. 477-497 (2017).
\شماره٪٪۱۰
Norouzi, F., Hasanpour, A. and Saeedian, S ``Seismic response
assessment of high rise RC building with lead rubber bearing
base isolator on different soil types'', {\it Journal of Civil Engineering
Researchers}, {\bf 1}(4), pp. 1-9 (2017).
\شماره٪٪۱۱
{\it Iranian National Building Code, Part 10}, ``Design and construction
of steel structures'', Ministry of Roads and Urban Development,
Tehran, Iran (2013).
\شماره٪٪۱۲
{\it Iranian Building Codes and Standards}, ``Iranian code of practice
for seismic resistant design of buildings (standard no. 2800)'',
4th Edition, Road, Housing and Urban Development Research Center,
Ministry of Roads and Urban Development, Tehran, Iran (2014).
\شماره٪٪۱۳
{\it Iranian National Building Code, Part 6}. ``Design loads for buildings,
ministry of roads and urban development'', Tehran, Iran (2013).
\شماره٪٪۱۴
{\it Computers and Structures Inc. (CSI)}, ``PERFORM-3D nonlinear analysis
and performance assessment for 3-D structures'', Structural
and Earthquake Engineering Software, Version 5, Berkeley, CA,
USA (2011).
\شماره٪٪۱۵
Guideline for Design and Practice of Base Isolation, No. 523,
Office of Deputy for Strategic Supervision
Bureau of Technical Execution System, (2010).
\شماره٪٪۱۶
Systems in Buildings, Robinson, W.H., ``Lead-
rubber hysteretic
bearings suitable for protecting structures during earthquakes'',
{\it Earthquake Engineering} \& {\it Structural Dynamics},
{\bf 10}(4), pp. 593-604
(1982).
\شماره٪٪۱۷
{\it DoD, U}. ``Unified facilities friteria (UFC)'', US DoD Antiterror