Evaluation of Nonlinear Dynamic Response of Rigid and Semi-Rigid Steel Frames under Far-Field Earthquake Records
Subject Areas : Structural EngineeringFariborz Farhadi 1 , Ali Anvarsamarin 2
1 - Department of Civil Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran
2 - Department of civil Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran,
Keywords:
Abstract :
[1] Vamvatsikos, D. and Cornell, C.A. "Incremental
dynamic analysis", Earthquake Engineering and
Structural Dynamics, 31 (3), 491-514. (2002).
[2] Stoica, Maria, Ricardo A. Medina, and Richard H.
McCuen. "Improved probabilistic quantification of
drift demands for seismic evaluation." Structural
Safety 29, no. 2, 132-145. (2007).
[3] Anvarsamarin, Ali, Fayaz Rahimzadeh Rofooei,
and Masoud Nekooei. "Soil-structure interaction
effect on fragility curve of 3D models of concrete
moment-resisting buildings." Shock and
Vibration 2018 (2018).
[4] Anvarsamarin, Ali, Fayaz Rahimzadeh Rofooei,
and Masoud Nekooei. "Torsion Effect on the RC
Structures using Fragility Curves Considering with
Soil-Structure Interaction." Journal of
Rehabilitation in Civil Engineering 8, no. 1 (2020):
1-21.
[5] Zareian, Farzin, and Helmut Krawinkler.
"Assessment of probability of collapse and design
for collapse safety." Earthquake Engineering &
Structural Dynamics 36, no. 13 (2007): 1901-1914.
[6] Miller, Duane K. "Lessons learned from the
Northridge earthquake." Engineering Structures
20, no. 4-6 (1998): 249-260
[7] DiSarno, Luigi, and Amr S. Elnashai. "Seismic
retrofitting of steel and composite building
structures." Mid-America Earthquake Center CD
Release 02-01 (2002).
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Probability of Collapse
Sa(T1,ζ=0.05)[g
RIGID CONNECTION S6
RIGID CONNECTION S12
RIGID CONNECTION 18
Journal of Structural Engineering and Geotechnics, 10(2), 16 -26 , Summer & Autumn 2020
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[8] Sadeghi Shourmasti, Sh., Nasiri, J. Review of
semi-rigid connections in the design of structural
steel structures. The 2nd Electronic Conference on
Advanced Research in Science and Technology.
Islamic Azad University of Kerman. (2015).
[9] Nair, Rajasekharan S., P. C. Birkomoe, and
William H. Munse. "High strength bolts subject to
tension and prying." Journal of the Structural
Division 100, no. st2 (1974).
[10] Swanson, James A., and Roberto T. Leon.
"Stiffness modeling of bolted T-stub connection
components." Journal of structural engineering
127, no. 5 (2001): 498-505.
[11] Swanson, James A., and Roberto T. Leon. "Bolted
steel connections: tests on T-stub components."
Journal of Structural Engineering 126, no. 1
(2000): 50-56.
[12] Sadasivan, Sridhar. "Mathematical Modeling of
Behavior of T-Stub Connections." PhD diss.,
University of Cincinnati, 2004.
[13] ASCE 7-10. (2010). “Minimum Design Loads for
Buildings and Other Structures.” American Society
of Civil Engineers, Reston, VA, USA.
[14] Eghbali, M., Ghodrati Amiri, Gh.R., Yaghmaei
Sabegh, S. Comparison of approximate and precise
Methods of Incremental Dynamic Analysis in
Seismic Evaluation of Steel Flexible Frames.
Eighth Year - No. 11 - Spring and Summer.
Structural and Steel Scientific and Research
Journal. (2012).
[15] ETABS, Structural Analysis Program (2013).
Computers and Structures Inc. Berkeley,
California, U.S.A.
[16] Seismo-Struct Structural Analysis Program (2016).
The Company Seismo Soft
[17] Chopra, Anil K. Dynamics of structures theory
and. 1995.
[18] Vamvatsikos, Dimitrios, and C. Allin Cornell.
"Seismic performance, capacity and reliability of
structures as seen through incremental dynamic
analysis." PhD diss., Stanford university, 2002.
[19] Porter, Keith A., James L. Beck, and Rustem
Shaikhutdinov. "Simplified estimation of economic
seismic risk for buildings." Earthquake Spectra 20,
no. 4 (2004): 1239-1263.
[20] Ibarra, L. F., and H. Krawinkler. "Global collapse
of frame structures under seismic excitations.
PEER Report 2005/06." University of California at
Berkeley, California, Pacific Earthquake
Engineering Research Center (2005).