A plastic hinge method for static pushover analysis of 3D frame structures

References

• Attalla, M. R., G. G. Deierlein, and W. McGuire 1996. Nonlinear Frame Analysis with Torsional-Flexural Member Behavior. In Proceedings of the 5th International Colloquium on stability and metal structures. Lehigh University 11–19 , SSRC.
   Google Scholar
• Biddah, A., and N. Naumoski 1995. Use of Pushover Test to Evaluate Damage of Reinforced Concrete Frame Structures Subjected to Strong Seismic Ground Motions. In Proceedings of 7th Canadian Conference on Earthquake Engineering. Montreal.
   Google Scholar
• Borzi, B., R. Pinho, and H. Crowley. 2008. “Simplified Pushover-Based Vulnerability Analysis for Large-Scale Assessment of RC Buildings.” Engineering Structures 30 (3): 804–820. https://doi.org/10.1016/J.ENGSTRUCT.2007.05.021.
   Web of Science ®Google Scholar
• Bracci, J. M., S. K. Kunnath, and A. M. Reinhorn. 1997. “Seismic Performance and Retrofit Evaluation of Reinforced Concrete Structures.” Journal of Structural Engineering 123 (1): 3–10. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:1(3).
   Web of Science ®Google Scholar
• Çakıroğlu, A., and E. Özer. 1980. Nonlinear Systems in Terms of Materials and Geometry (In Turkish). İstanbul: Matbaa Teknisyenleri Basımevi, Istanbul Technical University Press.
   Google Scholar
• Chen, W.-F., and S.-E. Kim. 1997. LRFD Steel Design Using Advanced Analysis. New York: CRC Press.
   Google Scholar
• Damcı, E. 2002. Elasto-plastic Analysis of Space Structures. MSc thesis, Istanbul University, Turkey.
   Google Scholar
• Damcı, E. 2008. Nonlinear Analysis and Earthquake Performance of Structures. Ph.D. thesis, Istanbul University, Turkey.
   Google Scholar
• Damcı, E., T. Çoşgun, T. Çelik, and N. K. Öztorun. 2002. A Method for Elasto-plastic Analysis of Space Frame Systems. In ECAS 2002, Prof.Dr. Ergin ÇITIPITIOĞLU Memorial Symposium (International Symposium on Structural and Earthquake Engineering), Ankara-Türkiye, edited by C. Balkaya, 316–324. Turkey: Middle East Technical University.
   Google Scholar
• Ersoy, U., and G. Özcebe. 2001. Reinforced Concrete (In Turkish). Ankara: Evrim Yayınevi.
   Google Scholar
• FEMA-273. 1997. NEHRP Guideline for Seismic Rehabilitation of Buildings. Building Seismic Safety Council. Washington DC: Federal Emergency Management Agency.
   Google Scholar
• Ferhi, A., and K. Z. Truman. 1996a. “Behaviour of Asymmetric Building Systems Under a Monotonic Load—I.” Engineering Structures 18 (2): 133–141. ( Elsevier). https://doi.org/10.1016/0141-0296(95)00073-9.
   Google Scholar
• Ferhi, A., and K. Z. Truman. 1996b. “Behaviour of Asymmetric Building Systems Under a Monotonic Load—II.” Engineering Structures 18 (2): 142–153. ( Elsevier). https://doi.org/10.1016/0141-0296(95)00074-7.
   Google Scholar
• Foutch, D. A., S.-Y. Yun, and K. Lee. 2000. Performance Prediction for Steel Moment Frames. In Advanced Technology in Structural Engineering. Reston, VA: American Society of Civil Engineers, 1–8. https://doi.org/10.1061/40492.2000.109.
   Google Scholar
• Gong, Y. 2003. Performance-Based Design of Steel Building Frameworks under Seismic Loading. Ph.D. thesis, University of Waterloo, Canada.
   Google Scholar
• Gregor, J. G., and J. K. Wight. 2005. Reinforced Concrete Mechanics and Design. New Jersey: Prentice Hall.
   Google Scholar
• Gupta, A., and H. Krawinkler. 1999. Seismic Demands for Performance Evaluation of Steel Moment Resisting Frame Structures. Accessed January 8, 2019. http://blume.stanford.edu.
   Google Scholar
• Jiang, X.-M., H. Chen, and J. Y. R. Liew. 2002. “Spread-Of-Plasticity Analysis of Three-Dimensional Steel Frames.” Journal of Constructional Steel Research 58 (2): 193–212. ( Elsevier).https://doi.org/10.1016/S0143-974X(01)00041-4.
   Web of Science ®Google Scholar
• Kanaan, A. E., and G. H. Powell. 1973. Drain-2D: A General Purpose Computer Program for Dynamic Analysis of Inelastic Plane Structures. Berkeley, CA USA: University of California.
   Google Scholar
• Kennedy, D. J. L., and M. S. Medhekar. 1999. “A Proposed Strategy for Seismic Design of Steel Buildings.” Canadian Journal of Civil Engineering 26 (5): 564–571. https://doi.org/10.1139/l99-017.
   Web of Science ®Google Scholar
• Kilar, V., and P. Fajfar. 1997. “Simple Push-Over Analysis of Asymmetric Buildings.” Earthquake Engineering & Structural Dynamics 26 (2): 233–249. ( John Wiley & Sons, Ltd). https://doi.org/10.1002/(SICI)1096-9845(199702)26:2<233:AID-EQE641>3.0.CO;2-A.
   Web of Science ®Google Scholar
• Kim, S.-E., Y. Kim, and S.-H. Choi. 2001. “Nonlinear Analysis of 3-D Steel Frames.” Thin-Walled Structures 39 (6): 445–461. ( Elsevier). https://doi.org/10.1016/S0263-8231(01)00017-9.
   Web of Science ®Google Scholar
• Kunnath, S. K., and A. John Jr. 2000. Validity of Static Procedures in Performance-Based Seismic Design. In Advanced Technology in Structural Engineering. Reston, VA: American Society of Civil Engineers, 1–8. https://doi.org/10.1061/40492(2000)37.
   Google Scholar
• Lawson, R. S., V. Vance, and H. Krawinkler. 1994. Nonlinear Static Push-Over Analysis-Why, When, and How? In Fifth U.S. National Conference on Earthquake Engineering. EERI, 283–292. https://www.tib.eu/en/search/id/BLCP%3ACN006569780/Nonlinear-Static-Push-Over-Analysis-Why-When-and/.
   Google Scholar
• Liew, J. 1992. Advanced Analysis for Frame Design. West Lafayette, IN, USA: Purdue University.
   Google Scholar
• Liew, J. Y. R., H. Chen, N. E. Shanmugam, and W. F. Chen. 2000. “Improved Nonlinear Plastic Hinge Analysis of Space Frame Structures.” Engineering Structures 22 (10): 1324–1338. ( Elsevier). https://doi.org/10.1016/S0141-0296(99)00085-1.
   Web of Science ®Google Scholar
• Liew, J., and L. Tang. 1998. “Nitric Oxide Metabolism Following Unilateral Renal Ischemia/Reperfusion Injury in Rats.” Pediatric Nephrology (Berlin, Germany) 12 (1): 26–29. https://doi.org/10.1007/s004670050397.
   PubMed Web of Science ®Google Scholar
• Livesley, R. K. 1956. “The Application of an Electronic Digital Computer to Some Problems of Structural Analysis.” The Structural Engineer 34 (1): 1–12.
   Google Scholar
• Li, S., Z. Zuo, C. Zhai, and L. Xie. 2017. “Comparison of Static Pushover and Dynamic Analyses Using RC Building Shaking Table Experiment.” In Engineering Structures, Vol. 136, 430–440. Elsevier. https://doi.org/10.1016/J.ENGSTRUCT.2017.01.033.
   Google Scholar
• Majid, K. I. 1972. Non-Linear Structures. London: Butterworths.
   Google Scholar
• Mwafy, A. M., and A. S. Elnashai. 2001. “Static Pushover versus Dynamic Collapse Analysis of RC Buildings.” Engineering Structures 23 (5): 407–424. ( Elsevier). https://doi.org/10.1016/S0141-0296(00)00068-7.
   Web of Science ®Google Scholar
• Orakdöğen, E. 1994. A Minimum Weight Design Method for Materially and Geometrically Non-linear Framed Space Structures. Ph.D. thesis, Istanbul Technical University, Turkey.
   Google Scholar
• Orbison, J. G. 1982. Nonlinear Static Analysis of Three-Dimensional Steel Frames. Ithaca, New York, USA: Department of Structural Engineering, Cornell University.
   Google Scholar
• Öztorun, N. K. 1994. Computer Analysis of Multi-Storey Building Structures. Ph.D. thesis, Middle East Technical University, Turkey.
   Google Scholar
• Oztorun, N. K., E. Citipitioglu, and N. Akkas. 1998. “Three-Dimensional Finite Element Analysis of Shear Wall Buildings.” Computers & Structures 68 (1–3): 41–55. Pergamon.https://doi.org/10.1016/S0045-7949(98)00020-0.
   Web of Science ®Google Scholar
• PanandikarHede, N., and K. S. B. Narayan. 2015. “Sensitivity of Pushover Curve to Material and Geometric Modelling—An Analytical Investigation.” In Structures, Vol. 2, 91–97. Elsevier. https://doi.org/10.1016/J.ISTRUC.2015.02.004.
   Google Scholar
• Prakash, V., and G. Powell. 1993. Drain-3dx: Base Program User Guide. NISEE/Computer Applications. Berkeley, CA USA: Dept. of Civil Eng. University of California.
   Google Scholar
• Saiidi, M., and M. Sozen. 1981. “Simple Nonlinear Seismic Analysis of R/C Structures.” Journal of the Structural Division 107 (5): 937–953. https://doi.org/10.1061/JSDEAG.0005714.
   Web of Science ®Google Scholar
• SAP2000. 2016. v.16. Berkeley, CA USA: Computers and Structures Inc.
   Google Scholar
• Sharma, A., G. R. Reddy, K. K. Vaze, and R. Eligehausen. 2013. “Pushover Experiment and Analysis of a Full Scale Non-Seismically Detailed RC Structure.” In Engineering Structures, Vol. 46, 218–233. Elsevier. https://doi.org/10.1016/J.ENGSTRUCT.2012.08.006.
   Google Scholar
• Skokan, M. J., and G. C. Hart. 2000. Reliability of Nonlinear Static Methods for the Seismic Prediction of Steel Frame Buildings. In Advanced Technology in Structural Engineering. Reston, VA: American Society of Civil Engineers, 1–8. https://doi.org/10.1061/40492.2000.108.
   Google Scholar
• Soreide, T., J. Amdahl, E. Eberg, T. Holmas, and O. Hellan 1994. USFOS- A Computer Program for Progressive Collapse Analysis of Steel Offshore Structures. Report No. STF71 F88038. 6th revision.
   Google Scholar
• Yang, Y., and H. Fan. 1988. “Yield Surface Modeling of I‐Sections with Nonuniform Torsion.” Journal of Engineering Mechanics 114 (6): 953–972. https://doi.org/10.1061/(ASCE)0733-9399(1988)114:6(953).
   Web of Science ®Google Scholar