A Numerical Study of Vertical Discontinuity of RCC Frame Structures

Show simple item record

dc.contributor.author Shahriyar, Rashid
dc.contributor.author Morshed, Syed Ahnaf
dc.contributor.author Rahman, Istiakur
dc.date.accessioned 2021-09-13T06:10:34Z
dc.date.available 2021-09-13T06:10:34Z
dc.date.issued 2014-11-15
dc.identifier.citation 1. ABAQUS (Version 6.10), June 1, 2010 “ABAQUS User’s Manual” 2. COSTA A. G., (1990). “Quantification of Vertical Irregularities on Seismic Response of Buildings.” Proceedings of the Eight Japan Earthquake Engineering Symposium Tokyo, Japan, vol. 2, pp. 2025-2029 3. Floros, Dimosthenis and Olafur Agust Ingason, 2013, Modelling and simulation of reinforced concrete beams Coupled analysis of imperfectly bonded reinforcement in fracturing concrete 4. Hamid Sinaei*, Mahdi Shariati, Amir Hosein Abna, 2012 ,Mohammad Aghaei and Ali Shariati, Evaluation of reinforced concrete beam behaviour using finite element analysis by ABAQUS, ISSN 1992-2248 ©2012 Academic Journals, Vol. 7(21). 5. Huang, S., “Seismic behaviors of reinforced concrete structures with soft Story”, Proceedings of the 3rd International Conference on Structural Stability and Dynamics, June 19-22, 2005, Kissimmee, Florida. 6. Güler, K. (1996). Dynamic behavior of a building having vertically irregular structural system, European Workshop on Seismic Behavior of Asymmetric and Set-Back Structures, Naples, Italy 267-278. 7. Khandve, Amit V. 2012, Seismic Response of RC Frame Buildings with Soft Storeys, International Journal of Engineering Research and Applications, Vol. 2, Issue 3, May-Jun 2012, pp.2100-2108. 8. Kara and Celep, 2012, Nonlinear seismic response of structural systems having vertical irregularities due to discontinuities in columns,15th World Conferences on Earthquake Engineering, 9. Kwak and Filip C. Filippou, November 1990, Finite element analysis of reinforced concrete structures under monotonic loads, A Report on Research Conducted under Grant RTA-59M848 from the California Department of Transportation, Report No. UCB/SEMM-90/14. 10. Moehle, J.P. and Alarcon, L.F. (1986). “Seismic Analysis Methods for Irregular Buildings”, Journal of Structural Engineering, ASCE, Vol. 112, No. 1, pp. 35-52. 11. Shaikh Abdul Aijaj Abdul Rahman and Girish Deshmukh, August 2013, Seismic Response of Vertically Irregular RC Frame with Stiffness Irregularity at Fourth Floor, International Journal of Emerging Technology and Advanced Engineering, Volume 3. 12. Sharma, Ankesh and Bhadra, Biswobhanu May 2013, seismic analysis and design of vertically irregular rcc building frames, Department of Civil Engineering ,National Institute of Technology Rourkela 13. Soni, Devesh P. and B. Mistry, Bharat, December 2006, Qualitative review of seismic response of vertically irregular building frames , ISET Journal of Earthquake Technology, Technical Note, Vol. 43, No. 4, pp. 121-132. 45 14. Schultz, Arturo E. “Approximating lateral stiffness of stories in elastic frames” 15. Salawdeh, Suhaib, APRIL 2009, Displacement based design of vertically irregular frame-wall structures, 16. N. Sivakumar, S. Karthik, S. Thangaraj, S. Saravanan, and C. K. Shidhardhan,2013, Seismic Vulnerability of Open Ground Floor Columns in Multi Storey Buildings, International Journal of Scientific Engineering and Research (IJSER), Volume 1, Issue 3. 17. Russo, Gaetano and Somma, Giuliana, August 1-6, 2004, A design formula for predicting the shear strength of exterior beam column joints under seismic loading, 13th World Conference on Earthquake Engineering, Paper No. 1282. 18. Wei, Dongming; Sarria, Alejandro and Elgindi, Mohamed 2012, Critical Buckling Loads of the Perfect Hollomon’ Power-law Columns, ScholarWorks@UNO ,Mathematics Faculty Publications 19. Seneviratna, G.D.P.K. and Krawinkler, H. (1997). “Evaluation of Inelastic MDOF Effects for Seismic Design”, Report No. 120, The John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford, U.S.A. 20. Wood, S.L. (1992). “Seismic Response of R/C Frames with Irregular Profiles”, Journal of Structural Engineering, ASCE, Vol. 118, No. 2, pp. 545-566. en_US
dc.identifier.uri http://hdl.handle.net/123456789/977
dc.description Supervised by Dr. Md. Jahidul Islam Assistant Professor, Department of Civil and Environmental Engineering (CEE), Islamic University of Technology (IUT), Board Bazar, Gazipur, Bangladesh. en_US
dc.description.abstract Irregular Structures are a common phenomenon in modern day urbanization. Structures having significant physical discontinuities in vertical configuration or in their lateral force resisting systems are termed as vertically irregular structure. Irregularity is an inevitable occurrence in RCC frame structures now days. The effect of this irregularity can be devastating. The software based analysis that is called ABAQUS 6.10 is used for finite element analysis through simulating stress analysis on irregular structure. en_US
dc.language.iso en en_US
dc.publisher Department of Civil and Environment Engineering, Islamic University of Technology(IUT), Board Bazar, Gazipur, Bangladesh en_US
dc.subject irregularity, discontinuity, stress analysis, finite element analysis, ABAQUS en_US
dc.title A Numerical Study of Vertical Discontinuity of RCC Frame Structures en_US
dc.type Thesis en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record

Search IUT Repository


Advanced Search

Browse

My Account

Statistics