Structural Engineering and Mechanics

  • 제64권2호
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  • Pages.183-194
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  • 2017
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental studies into a new type of hybrid outrigger system with metal dampers

  • Wang, A.J. (Centre of Innovation for Building and Construction, CapitaLand China Corporate)
  • 투고 : 2017.02.07
  • 심사 : 2017.06.19
  • 발행 : 2017.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents the experimental investigation into a new type of steel-concrete hybrid outrigger system developed for the high-rise building structure. The steel truss is embedded into the reinforced concrete outrigger wall, and both the steel truss and concrete outrigger wall work compositely to enhance the overall structural performance of the tower structures under extreme loads. Meanwhile, metal dampers of low-yield steel material were also adopted as a 'fuse' device between the hybrid outrigger and the column. The damper is engineered to be 'scarified' and yielded first under moderate to severe earthquakes in order to protect the structural integrity of important structural components of the hybrid outrigger system. As such, not brittle failure is likely to happen due to the severe cracking in the concrete outrigger wall. A comprehensive experimental research program was conducted into the structural performance of this new type of hybrid outrigger system. Studies on both the key component and overall system tests were conducted, which reveal the detailed structural response under various levels of applied static and cyclic loads. It was demonstrated that both the steel bracing and concrete outrigger wall are able to work compositely with the low-yield steel damper and exhibits both good load carrying capacities and energy dispersing performance through the test program. It has the potential to be applied and enhance the overall structural performance of the high-rise structures over 300 m under extreme levels of loads.

키워드

참고문헌

  1. ASTM (2011), E2126-11: Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings, ASTM.
  2. Bayati, Z., Mahdikhani, M. and. Rahaei, A. (2008), "Optimized use of multi-outriggers system to stiffen tall buildings", The 14th World Conference on Earthquake Engineering, 40-44, Beijing, China.
  3. China Academy of Building Research (CABR) (1997), Specification of Test Methods for Earthquake Resistant Building, CABR.
  4. Coull, A. and Lao, W.H.O. (1988), "Outrigger braced structures subjected to equivalent static seismic loading", Proceedings of 4th International Conference on Tall Buildings.
  5. Gholipour, M., Asadi, E. and Alinia, M.M. (2015), "The use of outrigger system in steel plate shear wall structures", Adv. Struct. Eng., 18(6), 853-872. https://doi.org/10.1260/1369-4332.18.6.853
  6. Hoenderkamp, J.C.D. (2004), "Shear wall with outrigger trusses on wall and column foundations", Struct. Des. Tall Spec. Build., 13(1), 73-87. https://doi.org/10.1002/tal.235
  7. Lee, D. (2016), "Additive 2D and 3D performance ratio analysis for steel outrigger alternative design", Steel Compos. Struct., 20(5), 1133-1153. https://doi.org/10.12989/scs.2016.20.5.1133
  8. Lee, D., Shin S., Lee, J. and Lee, K. (2015), "Layout evaluation of building outrigger truss using material topology optimization", Steel Compos. Struct., 19(2), 263-275. https://doi.org/10.12989/scs.2015.19.2.263
  9. Lee, J., Minsik, B. and Kim, J.Y. (2008), "An analytical model for high-rise wall-frame structures with outriggers", Struct. Des. Tall Spec. Build., 17(4), 839-851. https://doi.org/10.1002/tal.406
  10. Malekinejad, M. and Reza R. (2011), "Free vibration analysis of tall buildings with outrigger-belt truss system", Earthq. Struct., 2(1), 89-107. https://doi.org/10.12989/eas.2011.2.1.089
  11. Moon, K.S. (2013), "Outrigger structures for twisted, tilted and tapered tall buildings", Structures and Architecture: Concepts, Applications and Challenges-Proceedings of the 2nd International Conference on Structures and Architecture, ICSA, 77-81.
  12. Moon, K.S. (2015), "Structural design and construction of complex-shaped tall buildings", Int. J. Eng. Technol., 7(1), 30-42. https://doi.org/10.7763/IJET.2015.V7.761
  13. Moudarres, F.R. and Coull, A. (1985), "Free vibration of outrigger based structures", Proc. Instit. Civil Eng., 79(1), 105-117.
  14. Nie, J.G., Ding, R., Fan, J.S. and Tao, M.X. (2014), "Seismic performance of joints between k-style outrigger trusses and concrete cores in tall buildings", J. Struct. Eng., ASCE, 140(12).
  15. Nouri, F. and Ashtari, P. (2015), "Weight and topology optimization of outrigger-based tall steel structures subjected to the wind loading using GA", Wind Struct., 20(4), 134-154.
  16. Park, H.S., Lee, E., Choi, S.W., Oh, B.K., Cho, T.J. and Kim, Y. (2016), "Genetic-algorithm-based minimum weight design of an outrigger system for high-rise buildings", Eng. Struct., 117, 496-505. https://doi.org/10.1016/j.engstruct.2016.02.027
  17. Sabrina, F. and Tabassum, F. (2016), "Optimum position of steel outrigger system for high rise composite buildings subjected to wind loads", Adv. Steel Construct., 12(2), 134-153.
  18. Smith, B.S. and Irawan, S. (1981), "Parameter study of outriggerbraced tall building structures", J. Struct. Div., 107(10), 2001-2014.
  19. Smith, B.S. and Irawan, S. (1983), "Formulae for optimum drift resistance of outrigger braced tall building structures", Comput. Struct., 17(1), 45-50. https://doi.org/10.1016/0045-7949(83)90027-5
  20. Tan, P., Fang, C.J., Chang, C.M., Spencer, B.F. and Zhou, F.L. (2015), "Dynamic characteristics and novel energy dissipation systems with damped outrigger", Eng. Struct., 98, 128-140. https://doi.org/10.1016/j.engstruct.2015.04.033
  21. Wang, A.J. (2010), "A study on composite end-plate connections with flexible tensile reinforcements and shear connectors", Can. J. Civil Eng., 37, 1437-1450. https://doi.org/10.1139/L10-089
  22. Wang, A.J. (2015), "Re-engineering composite connections for a higher construction and cost effectiveness", 11th International Conference Advances in Steel-Concrete Composite Structures, Beijing, China, 538-543.
  23. Wang, A.J. (2011), "Studies on composite joints under gravity and lateral loads", Aust. J. Struct. Eng., 12, 69-85.
  24. Wu, J.R. and Li, Q.S. (2003), "Structural performance of multioutrigger-braced tall buildings", Struct. Des. Tall Spec. Build., 12(2), 155-176. https://doi.org/10.1002/tal.219
  25. Zhang, J. (2007), "Safety analysis of optimal outriggers location in high-rise building structures", J. Zhejiang Univ. Sci., 8(2), 264-269. https://doi.org/10.1631/jzus.2007.A0264
  26. Zhou, Y. and Li, H. (2014), "Analysis of high-rise steel structure with viscous damped outrigger", Struct. Des. Tall Spec. Build., 23(13), 963-979. https://doi.org/10.1002/tal.1098
  27. Zhou, Y., Zhang, C. and Lu, X. (2017), "Seismic performance of a damping outrigger system for tall buildings", Struct. Control Hlth. Monit., 24(1), 135-149.