Journal Press India®

Seismic Behavior of RC Frame Building and Its Analysis with Improving Measures

Vol 4 , Issue 2 , April - June 2016 | Pages: 52-65 | Research Paper  

https://doi.org/10.51976/ijari.421609

| | |


Author Details ( * ) denotes Corresponding author

1. * Akash D. Mundaware, Department of Civil Engineering, Trimbak Road, S.I.E.M, Nashik, Maharastra, India (shweta@sac.isro.gov.in)
2. Chaitanya M. Mahale, Department of Civil Engineering, Trimbak Road, S.I.E.M, Nashik, Maharastra, India
3. Gunvant S Magar, Department of Civil Engineering, Trimbak Road, S.I.E.M, Nashik, Maharastra, India
4. Mahendra S Shelke, Department of Civil Engineering, Trimbak Road, S.I.E.M, Nashik, Maharastra, India

The infill masonry walls are seldom included in analysis of reinforced concrete structural systems, since masonry panels are generally considered as non-structural components. However, these panels affect the structural response, although the complexity they introduce to analysis. The effects of masonry infill on the global seismic response of reinforced concrete structures arethe part of study. Recently, it becomes important to determine the earthquake behavior of structures with infill walls in earthquake engineering. Parametric analyses on a large variety of multi-storey infill reinforced concrete structures show that, due to the hysteretic energy dissipation in the infill, if the infilling is uniform in all storey, drifts and structural damage are dramatically reduced, without an increase in the seismic force demands. Presence Soft-storey effects due to the absence of infill in the bottom storey in building is a measure problem in earthquake, as soft storey is significantly less strong or more flexible, a large portion of the total building deflection tends to concentrate in that floor with consequent concentration of stress at the second floor connections and in that case collapse is unavoidable. Open first storey is a typical feature in the modern multistory constructions in urban India. Such features are highly undesirable in buildings built in seismically active areas; this has been verified in numerous experiences of strong shaking during the past earthquakes. The present study highlights the seismic performance of RC frame building with soft stories at first as well as at different floor level. A parametric study is performed on an example building with soft storey and it is intended to describe the performance characteristics such as stiffness, shear force, bending moment, drift. The effects of masonry infill and cross bracing on above parameters have been studied for a building with soft storey. The modeling and post-processing is carried out using ANSYS software. The comparisons of different parameter of models have also been presented in the study.

Keywords

Energy Balance; Land Surface Temperature; Radioactive Forcing; Urban Surface Albedo; White Roof


  1. Das, D. and Murty, C.V.R., Brick Masonry Infill In Seismic Design of RC Framed Buildings: Part 1- Cost Implications, Indian Concrete Journal, 39-44, July (2004)

  2. Nagae, T and Hayashi, S., Seismic Response of Soft First Story Buildings Supported by Yielding Foundations”, 13th World Conference On Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 3465, August 1-6 (2004)

  3. Davidson, B. J., “Evaluation of Earthquake Risk Buildings with Masonry Infill Panels”, NZSEE 2001 Conference, University of Auckland, Auckland. (2001)

  4. Fardis, M. N. and Panagiotakos, T. B., “Seismic Design and Response of Bare and Masonry-infilled Reinforced Concrete Buildings. Part II: Infilled Structures”, Journal of Earthquake Engineering, Vol 1, Paper No 3, 475-503, (1997).

  5. Amato, G., Cavaleri, L., Fossetti, M. and Papia, M., “Infilled Frames: Influence Of Vertical Load On The Equivalent Diagonal Strut Model”, The 14th World Conference on Earthquake Engineering, Beijing, China. October 12-17 (2008)

  6. Korkmaz, K. A., Demir, F. and Sivri, M., “Earthquake Assessment of RC Structures With Masonry Infill Walls” International Journal of Science & Technology Vol 2, No 2, 155-164, (2007).

  7. Iwabuchi, K., Fukuyama, H. and Suwada, H., “Substructure Pseudo Dynamic Test On RC Building With Soft Story Controlled By HPFRCC Device”, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 752, August 1-6 (2004)

  8. Verma, M. B. and Zuhair, M., “Seismic Performance of Soft First Storey and Its Improving Measures”, 23rd National Convention of Civil Engineers, Jabalpur Local Center, India, 83-87, October 27-28 (2007)

  9. Hori, N., Inoue, Y. and Inoue, N., “A Study On Energy Dissipating Behaviors And Response Prediction Of RC Structures With Viscous Dampers Subjected To Earthquakes”, 13th World Conference On Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 2, August 1-6 (2004)

  10. Komoto, H., Kojima, T., Mase, Y., Suzuki, K. and Wen, S., “Case Study on the Soft-first-story Buildings Strengthened by Confined Concrete Columns”, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada. Paper No. 654, August 1-6 (2004)

  11. Arlekar, J. N., Jain, S. K. and Murty, C.V.R., “Seismic Response of RC Frame Building with Soft Storey”, Proceeding of CBRI Golden Jubilee Conference on Natural Hazards in Urban Habitat, New Delhi. (1997)

  12. Asteris, P. G., “Lateral Stiffness of Brick Masonry Infilled Plane Frames”, Journal Of Structural Engineering (ASCE) , 1071-1079 , August (2003)

  13. Ramdane, KE., Kusunoki, K., Keshigawara, M., and Kato, H., “Non-Linear Numerical Analyses To Improve The Seismic Design Method For Soft First Story RC Building”, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 2224, August 1-6 (2004)

  14. Binici, B. and Ozcebe, G., “Seismic Evaluation of Infilled Reinforced Concrete Frames Strengthened with FRPS”, Proceeding of the 8th U. S. National Conference on Earthquake Engineering, San Francisco, California, USA, Paper No. 1717, April 18-22 (2006)

  15. Kazuhiro, K. and Shinji, K., “Earthquake Resistant Performance Of Reinforced Concrete Frame Strengthened By Multi-Story Steel Brace”, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 3266, August 1-6 (2004)

  16. IS 1893 (Part I): 2002, Criteria for Earthquake Resistant Design of Structures, Bureau of Indian Standard, New Delhi.

  17. IS 456: 2000, Plain and Reinforced concrete – Code of Practice (Fourth Revision), Bureau of Indian Standard, New Delhi.

Abstract Views: 1
PDF Views: 99

Advanced Search

News/Events

Indira School of Bus...

Indira School of Mangement Studies PGDM, Pune Organizing Internatio...

Indira Institute of ...

Indira Institute of Management, Pune Organizing International Confe...

D. Y. Patil Internat...

D. Y. Patil International University, Akurdi-Pune Organizing Nation...

ISBM College of Engi...

ISBM College of Engineering, Pune Organizing International Conferen...

Periyar Maniammai In...

Department of Commerce Periyar Maniammai Institute of Science &...

Institute of Managem...

Vivekanand Education Society's Institute of Management Studies ...

Institute of Managem...

Deccan Education Society Institute of Management Development and Re...

S.B. Patil Institute...

Pimpri Chinchwad Education Trust's S.B. Patil Institute of Mana...

D. Y. Patil IMCAM, A...

D. Y. Patil Institute of Master of Computer Applications & Managem...

Vignana Jyothi Insti...

Vignana Jyothi Institute of Management International Conference on ...

By continuing to use this website, you consent to the use of cookies in accordance with our Cookie Policy.