Computers and Concrete

  • 제20권6호
  • /
  • Pages.719-729
  • /
  • 2017
  • /
  • 1598-8198(pISSN)
  • /
  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Reliability assessment of RC shear wall-frame buildings subjected to seismic loading

  • Tuken, Ahmet (Department of Civil Engineering, King Saud University) ;
  • Dahesh, Mohamed A. (Department of Civil Engineering, King Saud University) ;
  • Siddiqui, Nadeem A. (Department of Civil Engineering, King Saud University)
  • 투고 : 2016.05.22
  • 심사 : 2017.08.10
  • 발행 : 2017.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

A considerable research is available on the seismic response of Reinforced Concrete (RC) shear wall-frame buildings, but the studies on the reliability of such buildings, with the consideration of human error, are limited. In the present study, a detailed procedure for reliability assessment of RC shear wall-frame building subjected to earthquake loading against serviceability limit state is presented. Monte Carlo simulation was used for the reliability assessment. The procedure was implemented on a 10-story RC building to demonstrate that the shear walls improve the reliability substantially. The annual and life-time failure probabilities of the studied building were estimated by employing the information of the annual probability of earthquake occurrence and the design life of the building. A simple risk-based cost assessment procedure that relates both the structural life-time failure probability and the target reliability with the total cost of the building was then presented. The structural failure probability (i.e., the probability of exceeding the allowable drift) considering human errors was also studied. It was observed that human error in the estimation of total load and/or concrete strength changes the reliability sharply.

키워드

과제정보

연구 과제 주관 기관 : King Saud University

참고문헌

  1. Al-Amri, A.M.S. (2014), Mechanism of Earthquakes and Seismicity Modeling, Ministry of Municipal and Rural Affairs-Riyadh, Saudi Arabia.
  2. Burak, B. and Comlekoglu, H.G. (2013), "Effect of shear wall area to floor area ratio on the seismic behavior of reinforced concrete buildings", J. Struct. Eng., 139(11), 1928-1937. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000785
  3. Dahesh, M.A. (2015), "Structural reliability of RC shear wall-frame buildings subjected to earthquake loading", M.Sc. Dissertation, King Saud University, Riyadh, Saudi Arabia.
  4. Dahesh, M.A., Tuken, A. and Siddiqui, N.A. (2014), "Effect of shear wall in improving the reliability of RC frame buildings subjected to seismic loading", Proceedings of the International Conference on Construction Materials and Structures, Johannesburg, South Africa, November.
  5. Dahesh, M.A., Tuken, A. and Siddiqui, N.A. (2015), "Controlling the earthquake induced lateral displacement of RC buildings using shear walls: Parametric study", Arab. J. Geosci., 8(11), 9913-9927. https://doi.org/10.1007/s12517-015-1903-7
  6. De Haan, J. (2012), "The design of a human reliability assessment method for structural engineering", M.Sc. Dissertation, Delft University of Technology, Delft, the Netherlands.
  7. Douglas, J., Ulrich, T. and Negulescu, C. (2013), "Risk-targeted seismic design maps for mainland France", Natur. Haz., 65(3),1999-2013. https://doi.org/10.1007/s11069-012-0460-6
  8. Epaarachchi, D.C. and Stewart, M.G. (2004), "Human error and reliability of multistory reinforced-concrete building construction", J. Perform. Constr. Facilit., 18(1), 12-20. https://doi.org/10.1061/(ASCE)0887-3828(2004)18:1(12)
  9. Goulet, C.A., Haselton, C.B., Mitrani-Reiser, J., Beck, J.L., Deierlein, G.G., Porter, K.A. and Stewart, J.P. (2007), "Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building-from seismic hazard to collapse safety and economic losses", Earthq. Eng. Struct. Dyn., 36(13), 1973-1997. https://doi.org/10.1002/eqe.694
  10. Haselton, C.B., Liel, A.B., Deierlein, G.G., Dean, B.S. and Chou, J.H. (2011), "Seismic collapse safety of reinforced concrete buildings. I: Assessment of ductile moment frames", J. Struct. Eng., 137(4), 481-491. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000318
  11. Jeong, S., Mwafy, A.M. and Elnashai, A.S. (2012), "Probabilistic seismic performance assessment of code-compliant multi-story RC buildings", Eng. Struct., 34, 527-537. https://doi.org/10.1016/j.engstruct.2011.10.019
  12. Lee, S.Y. and Haldar, A. (2003a), "Reliability of frame and shear wall structural systems I: Static loading", J. Struct. Eng., 129(2), 224-232. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:2(224)
  13. Lee, S.Y. and Haldar, A. (2003b), "Reliability of frame and shear wall structural systems II: Dynamic loading", J. Struct. Eng., 129(2), 233-240. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:2(233)
  14. Martins, L., Silva, V., Marques, M., Crowley, H. and Delgado, R. (2016), "Development and assessment of damage-to-loss models for moment-frame reinforced concrete buildings", Earthq. Eng. Struct. Dyn., 45(5), 797-817. https://doi.org/10.1002/eqe.2687
  15. Marzban, S., Banazadeh, M. and Azarbakht, A. (2014), "Seismic performance of reinforced concrete shear wall frames considering soil-foundation-structure interaction", Struct. Des. Tall Spec. Build., 23(4), 302-318. https://doi.org/10.1002/tal.1048
  16. Melchers, R.E. (2002), Structural Reliability: Analysis and Prediction, 2nd Edition, Wiley, New York, U.S.A.
  17. Monteiro, R. (2016), "Sampling based numerical seismic assessment of continuous span RC bridges", Eng. Struct., 118, 407-420. https://doi.org/10.1016/j.engstruct.2016.03.068
  18. Monteiro, R., Delgado, R. and Pinho, R. (2016a), "Probabilistic seismic assessment of RC bridges: Part I-uncertainty models", Structures, 5, 258-273. https://doi.org/10.1016/j.istruc.2015.08.002
  19. Monteiro, R., Delgado, R. and Pinho, R. (2016b), "Probabilistic seismic assessment of RC bridges: Part II-nonlinear demand prediction", Struct., 5, 274-283. https://doi.org/10.1016/j.istruc.2015.08.001
  20. Nowak, A.S. and Collins, K.R. (2012), Reliability of Structures, 2nd Edition, Taylor and Francis Group, CRC Press, U.S.A.
  21. Paulay, T. (1999), "A simple seismic design strategy based on displacement and ductility compatibility", Earthq. Eng. Eng. Seismol., 1(1), 51-67.
  22. Priestley, M.J.N., Calvi, G.M. and Kowalsky, M.J. (2007), Displacement-Based Seismic Design of Structures, IUSS Press, Pavia, 670.
  23. SBC 301 (2007), Loading and Forces Requirements, Saudi Building Code, Riyadh, Saudi Arabia.
  24. SBC 304 (2007), Concrete Structures Requirements, Saudi Building Code, Riyadh, Saudi Arabia.
  25. Sezen, H., Whittaker, A.S., Elwood, K.J. and Mosalam, K.M. (2003), "Performance of reinforced concrete and wall buildings during the August 17, 1999 Kocaeli, Turkey earthquake, and seismic design and construction practice in Turkey", Eng. Struct., 25(1), 103-114. https://doi.org/10.1016/S0141-0296(02)00121-9
  26. Siddiqui, N.A. (2011), "Influence of fluidity on reliability of SCC produced using local Saudi materials", Arab. J. Sci. Eng., 36(2), 203-214. https://doi.org/10.1007/s13369-010-0032-6
  27. Siddiqui, N.A. and Khan, F.H. and Umar, A. (2009), "Reliability of underground concrete barriers against normal missile impact", Comput. Concrete, 6(1), 79-93. https://doi.org/10.12989/cac.2009.6.1.079
  28. Siddiqui, N.A. and Khateeb, B.M.A., Almusallam, T.H., Al-Salloum, Y.A., Iqbal, R.A. and Abbas, H. (2014), "Reliability of RC shielded steel plates against the impact of sharp nose projectiles", J. Imp. Eng., 69, 122-135. https://doi.org/10.1016/j.ijimpeng.2014.03.001
  29. Siddiqui, N.A. and Khateeb, B.M.A., Almusallam, T.H., and Abbas, H. (2014), "Reliability of double-wall containment against the impact of hard projectile", Nucl. Eng. Des., 270, 143-151. https://doi.org/10.1016/j.nucengdes.2014.01.003
  30. Soleimani-Abiat, M. and Banan, M. (2015), "Seismic behavior of RC building by considering a model for shear wall-floor slab connections", Comput. Concrete, 16(3), 381-397. https://doi.org/10.12989/cac.2015.16.3.381
  31. Taleb, R., Bechtoula, H., Sakashita, M., Bourahla, N. and Kono, S. (2012), "Investigation of the shear behaviour of multi-story reinforced concrete walls with eccentric openings", Comput. Concrete, 10(4), 361-377. https://doi.org/10.12989/cac.2012.10.4.361
  32. Tuken, A. (2004), "Analysis and assessment of seismic drift of reinforced concrete mixed (shear wall-frame) structures", Technol., 7(4), 523-532.
  33. Tuken, A. and Siddiqui, N.A. (2011), "A simplified analytical procedure to determine the amount of shear walls in reinforced concrete buildings", Proceedings of the 7th International Conference on Analytical Models and New Concepts in Concrete and Masonry Structures, Krakow, Poland, June.
  34. Tuken, A. and Siddiqui, N.A. (2013), "Assessment of shear wall quantity in seismic-resistant design of reinforced concrete buildings", Arab. J. Sci. Eng., 38(10), 2639-2648. https://doi.org/10.1007/s13369-012-0482-0
  35. Ulrich, T., Negulescu, C. and Douglas, J. (2014), "Fragility curves for risk-targeted seismic design maps", Bullet. Earthq. Eng., 12(4), 1479-1491. https://doi.org/10.1007/s10518-013-9572-y
  36. Wyjadtowski, M., Pula, W. and Bauer, J. (2015), "Reliability of diaphragm wall in serviceability limit states", Arch. Civil Mech. Eng., 15(4), 1129-1137. https://doi.org/10.1016/j.acme.2015.02.001