Structural Engineering and Mechanics

  • 제41권1호
  • /
  • Pages.1-24
  • /
  • 2012
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Shake table tests on a non-seismically detailed RC frame structure

  • Sharma, Akanshu (Reactor Safety Division, Bhabha Atomic research Centre) ;
  • Reddy, G.R. (Reactor Safety Division, Bhabha Atomic research Centre) ;
  • Vaze, K.K. (Reactor Safety Division, Bhabha Atomic research Centre)
  • 투고 : 2010.08.04
  • 심사 : 2011.10.25
  • 발행 : 2012.01.10
⟨ 이전 논문 다음 논문 ⟩

초록

A reinforced concrete (RC) framed structure detailed according to non-seismic detailing provisions as per Indian Standard was tested on shake table under dynamic loads. The structure had 3 main storeys and an additional storey to simulate the footing to plinth level. In plan the structure was symmetric with 2 bays in each direction. In order to optimize the information obtained from the tests, tests were planned in three different stages. In the first stage, tests were done with masonry infill panels in one direction to obtain information on the stiffness increase due to addition of infill panels. In second stage, the infills were removed and tests were conducted on the structure without and with tuned liquid dampers (TLD) on the roof of the structure to investigate the effect of TLD on seismic response of the structure. In the third stage, tests were conducted on bare frame structure under biaxial time histories with gradually increasing peak ground acceleration (PGA) till failure. The simulated earthquakes represented low, moderate and severe seismic ground motions. The effects of masonry infill panels on dynamic characteristics of the structure, effectiveness of TLD in reducing the seismic response of structure and the failure patterns of non-seismically detailed structures, are clearly brought out. Details of design and similitude are also discussed.

키워드

참고문헌

  1. Bairrao, R., Guerreiro, L. and Barros, RC. (2008), "Shaking table tests on semi-active tuned mass and tuned liquid dampers", The 14th World Conference on Earthquake Engineering, Beijing, China.
  2. Banerji, P., Murudi, M., Shah, A.H. and Popplewell, N. (2000), "Tuned liquid dampers for controlling earthquake response of structures", Earthq. Eng. Struct. D., 29, 587-602. https://doi.org/10.1002/(SICI)1096-9845(200005)29:5<587::AID-EQE926>3.0.CO;2-I
  3. Bracci, J.M., Reinhorn, A.M. and Mander, J.B. (1995), "Seismic resistance of reinforced concrete frame structures designed for gravity loads: Performance of structural system", ACI Struct. J., 92(5), 597-609.
  4. Buckingham, E. (1914), "On physically similar systems: illustration of the use of dimensional equations", Physical Rev., 4, 345-376, Bureau of Standards, the American Physical Society. https://doi.org/10.1103/PhysRev.4.345
  5. Cardone, D., Di Cesare, A., Dolce, M., Moroni, C., Massucaa, A., Nigro, D. and Ponzo, F. (2004), "Studio sperimentale dell'adeguamento sismico mediante isolamento alla base di strutture intelaiata esistenti di conglomerate cementizio armato - Realazione finale sui risultati ottenuti nel corso delle prove", Dipartamento di Strutture, Geotecnica, Geologia applicata all'Ingegneria, Universita degli Studi della Basilicata, Potenza, Italia. (in Italian)
  6. Chethan, K. (2009), "Studies on the influence of infill on dynamic characteristics of reinforced concrete frames", PhD Thesis, National Institute Of Technology Karnataka India.
  7. Chethan, K., Babu, R.R., Venkataramana, K. and Sharma, A. (2010), "Influence of masonry in-fill on fundamental natural frequency of 2D RC frames", J. Struct. Eng.-SERC Chennai, 37(2), 135-141.
  8. Chaiseri, P., Fujino, Y., Pacheco, B.M. and Sun, L.M. (1989), "Interaction of tuned liquid dampers and structure: theory, experimental verifcation and application", J. Struct. Eng. Earthq. Eng.-JSCE, 6(2), 103-112.
  9. Dolce, M., Cardone, D., Ponzo, F. and Valente, M. (2005), "Shaking table tests of RC frames without and with passive control systems", Earthq. Eng. Struct. D., 34, 1687-1717. https://doi.org/10.1002/eqe.501
  10. Dolce, M., Cardone, D., Moroni, C., Nigro, D., Ponzo, F.C., Santarsiero, G., De Canio, G., Renieri, N., Renzi, E., Goretti, A., Nicoletti, M., Spina, D., Lamonarca, B. and Marnetto, R. (2006a), "SICURO and TREMA Projects: the Seismic Performance of RC Frames Seismically Upgraded with Different Systems", Proceedings of the fib 2nd International Congress, Naples, Italy.
  11. Dolce, M., Moroni, C., Nigro, D., Ponzo, F.C., Santarsiero, G., Di Croce, M., De Canio, G., Renieri, N., Campanero, M., Berardis, S., Goretti, A., Spina, D., Lamonarca, B. and Marnetto, R. (2006b), "TREMA project: experimental evaluation of seismic performance of a rc 1/4 scaled model upgraded with the DIS-CAM System", Proceedings of the fib 2nd International Congress, Naples, Italy.
  12. Dolce, M., Moroni, C., Nigro, D., Ponzo, F.C., Goretti, A., Spina, D., Lamonarca, B., Giordano, F., De Canio, G., Rainieri, N. and Marnetto, R. (2006c), "TREMA project: experimental evaluation of seismic performance of a RC 1/4 scaled model upgraded with FRP", Proceedings of the fib 2nd International Congress, Naples, Italy.
  13. El-Attar, A.G., White, R.N. and Gergely, P. (1991), "Shake table test of a 1/6th scale two story lightly reinforced concrete building", National Centre for Earthquake Engineering Research, Technical Report NCEER-91-0017.
  14. Fujino, Y., Sun, L.M., Pacheco, B.M. and Chaiseri, P. (1992), "Tuned liquid dampers (TLD) for suppressing horizontal motion of structures", J. Eng. Mech.-ASCE, 118(10), 2017-2030. https://doi.org/10.1061/(ASCE)0733-9399(1992)118:10(2017)
  15. Hashemi, A. and Mosalam, K.M. (2006a), "Shake-table experiment on reinforced concrete structure containing masonry infill wall", Earthq. Eng. Struct. D., 35, 1827-1852. https://doi.org/10.1002/eqe.612
  16. Hashemi, A. and Mosalam, K.M. (2006b), "Shake table experiment on one-story RC structure with and without masonry infill", Advances in Earthquake Engineering for Urban Risk Reduction, NATO Science Series, 66, 411-426.
  17. Hashemi, A. and Mosalam, K.M. (2007), "Seismic evaluation of reinforced concrete buildings including effects of masonry infill walls", PEER Report 2007/100, University of California, Berkeley.
  18. Hwang, S.J., Saiid, M., Fascetti, S.W., Browning, J., Lynch, J.P., Tawfiq, K., Tsai, K.C., Song, G. and Mo, Y.L. (2006), "Experiments and simulation of reinforced concrete buildings subjected to reversed cyclic loading and shake table excitation", 4th International Conference on Earthquake Engineering, Taipei, Taiwan, Paper No. 175.
  19. IS 456:2000 (2000), "Indian standard plain and reinforced concrete - code of practice (fourth revision)", Bureau of Indian Standards, New Delhi.
  20. Jin, Q., Lia, X., Sun, N., Zhou, J. and Guan, J. (2007), "Experimental and numerical study on tuned liquid dampers for controlling earthquake response of jacket offshore platform", Marine Struct., 20, 238-254. https://doi.org/10.1016/j.marstruc.2007.05.002
  21. Kakaletsis, D.J., David, K.N. and Karayannis, C.G. (2011), "Effectiveness of some conventional seismic retrofitting techniques for bare and infilled R/C frames", Struct. Eng. Mech. 39(4), 499-520. https://doi.org/10.12989/sem.2011.39.4.499
  22. Koh, C.G., Mahatma, S. and Wang, C.M. (1994), "Theoretical and experimental studies on rectangular tuned liquid dampers under arbitrary excitations", Earthq. Eng. Struct. D., 23, 17-31. https://doi.org/10.1002/eqe.4290230103
  23. Lee, H.S. and Woo, S.W. (2002), "Seismic performance of a 3-story RC frame in a low-seismicity region", Eng. Struct., 24, 719-734. https://doi.org/10.1016/S0141-0296(01)00135-3
  24. Li, H.N., Ying, J. and Wang, S.Y. (2004), "Experimental verifications on seismic response control of tall structures by multiple tuned liquid dampers", ASME/JSME 2004 Pressure Vessels and Piping Conference (PVP2004), San Diego, California, Paper no. PVP2004-2902.
  25. Modi, V.J., Welt, F. and Irani, M.B. (1990), "On the suppressing of vibrations using nutation dampers", J. Wind Eng. Indust. Aerodyn., 33, 273-282. https://doi.org/10.1016/0167-6105(90)90043-C
  26. Morcarz, P. and Krawinkler, H. (1981), "Theory and application of experimental model analysis in earthquake engineering", Report No.50, John Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University.
  27. Murty, C.V.R. and Jain, S.K. (2000), "Beneficial influence of masonry infills on seismic performance of RC frame buildings", Proceedings, 12th World Conference on Earthquake Engineering, New Zealand.
  28. Prabhakar, N. (2001), Earthquake- resistant structures and IS 456:2000, Point of View in The Indian Concrete Journal, 251-253.
  29. Reed, D., Yu, J., Yeh, H. and Gardarsson, S. (1998), "Investigation of tuned liquid dampers under large amplitude excitation", J. Eng. Mech., 124(4), 405-413. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:4(405)
  30. Saatcioglu, M., Ghobarah, A. and Nistor, I. (2004), Reconnaissance Report on the December 26, 2004 Sumatra Earthquake and Tsunami, CAEE ACGP.
  31. Sabnis, G.M., Harris, H.G., White, R.N. and Mirza, M.S. (1983), "Structural modelling and experimental techniques", Prentice Hall Inc., Engelwood Cliff, New Jersey.
  32. Sharma, A., Singh, R., Reddy, G.R., Vaze, K.K., Ghosh, A.K. and Kushwaha, H.S. (2008), "Tuned water and gel dampers for response control of structures", Proceedings of the Sixth Structural Engineering Convention (SEC- 2008), 885-892.
  33. Soong, T.T. (1988), "State-of-the-art review: active structural control in civil engineering", Eng. Struct., 10(2), 56-64.
  34. Sun, L.M., Fujino, Y., Pacheco, B.M. and Chaiseri, P. (1991), "Modelling of tuned liquid damper (TLD)", Proceedings of 8th Interntional Conference on wind Engineering, IAWE, London, Canada.
  35. Yu, J., Wakahara, T. and Reed, D.A. (1999), "A non-linear numerical model of the tuned liquid damper", Earthq. Eng. Struct. D., 28, 671-686. https://doi.org/10.1002/(SICI)1096-9845(199906)28:6<671::AID-EQE835>3.0.CO;2-X

피인용 문헌

  1. Seismic Performance Assessment of Non-Compliant SMRF-Reinforced Concrete Frame: Shake-Table Test Study 2017, https://doi.org/10.1080/13632469.2017.1326426
  2. Evaluation of local and global ductility relationships for seismic assessment of regular masonry-infilled reinforced concrete frames using a coefficient-based method vol.5, pp.1, 2013, https://doi.org/10.12989/eas.2013.5.1.001
  3. Seismic performance of a two-story unsymmetrical reinforced concrete building under reversed cyclic bi-directional loading vol.145, 2017, https://doi.org/10.1016/j.engstruct.2017.05.010
  4. Seismic Response of Reinforced Concrete Frames with Haunch Retrofit Solution vol.111, pp.3, 2014, https://doi.org/10.14359/51686625
  5. Seismic Strengthening of Deficient Reinforced Concrete Frames Using Reinforced Concrete Haunch pp.0889-3241, 2018, https://doi.org/10.14359/51710874
  6. Development of 1-D Shake Table Testing Facility for Liquefaction Studies vol.99, pp.3, 2018, https://doi.org/10.1007/s40030-018-0299-2
  7. Seismic Performance of Compliant and Non-Compliant Special Moment-Resisting Reinforced Concrete Frames vol.115, pp.4, 2018, https://doi.org/10.14359/51702063
  8. Seismic performance of RC short columns with light transverse reinforcement vol.67, pp.1, 2012, https://doi.org/10.12989/sem.2018.67.1.093
  9. Seismic performance evaluation of steel frame structures equipped with tuned liquid dampers vol.19, pp.8, 2012, https://doi.org/10.1007/s42107-018-0082-8
  10. Seismic Performance Evaluation of Modern Bare and Masonry-Infilled RC SMRF Structures vol.2019, pp.None, 2019, https://doi.org/10.1155/2019/6572465
  11. Haunch retrofitting technique for seismic upgrading deficient RC frames vol.17, pp.7, 2012, https://doi.org/10.1007/s10518-019-00638-9
  12. Response Modification Factor of RC Frames Strengthened with RC Haunches vol.2020, pp.None, 2012, https://doi.org/10.1155/2020/3835015
  13. Structural health monitoring of seismically vulnerable RC frames under lateral cyclic loading vol.19, pp.1, 2012, https://doi.org/10.12989/eas.2020.19.1.29
  14. Response Modification Factor of Haunch Retrofitted Reinforced Concrete Frames vol.34, pp.6, 2012, https://doi.org/10.1061/(asce)cf.1943-5509.0001525