Evaluation of Nonlinear Dynamic Response of Rigid and Semi-Rigid Steel Frames under Far-Field Earthquake Records
Subject Areas : Biosafety
Fariborz Tooll Gulani
1
,
Ali Anvarsamarin
2
1 - rasht
2 - Department of Civil Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran
Keywords:
Abstract :
- Vamvatsikos, D. and Cornell, C.A. "Incremental dynamic analysis", Earthquake Engineering and Structural Dynamics, 31 (3), 491-514. (2002).
- 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).
- 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).
- 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.
- 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.
- Miller, Duane K. "Lessons learned from the Northridge earthquake." Engineering Structures 20, no. 4-6 (1998): 249-260
- DiSarno, Luigi, and Amr S. Elnashai. "Seismic retrofitting of steel and composite building structures." Mid-America Earthquake Center CD Release 02-01 (2002).
- 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).
- 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).
- 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.
- 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.
- Sadasivan, Sridhar. "Mathematical Modeling of Behavior of T-Stub Connections." PhD diss., University of Cincinnati, 2004.
- ASCE 7-10. (2010). “Minimum Design Loads for Buildings and Other Structures.” American Society of Civil Engineers, Reston, VA, USA.
- 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).
- ETABS, Structural Analysis Program (2013). Computers and Structures Inc. Berkeley, California, U.S.A.
- Seismo-Struct Structural Analysis Program (2016). The Company Seismo Soft
- Chopra, Anil K. Dynamics of structures theory and. 1995.
- Vamvatsikos, Dimitrios, and C. Allin Cornell. "Seismic performance, capacity and reliability of structures as seen through incremental dynamic analysis." PhD diss., Stanford university, 2002.
- 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.
- 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).