Shaking table scaled model test on a high-rise building with CFT frame and composite core wall

References

• Astaneh-Asl, A. (2001). Seismic behaviour and design of steel shear walls, steel TIPS report. Moraga, CA: Structural Steel Educational Council.
   Google Scholar
• Benedetti , D. , Carydis , P. and Pezzoli , P. 1998 . Shaking table tests on 24 simple masonry buildings . Earthquake Engineering & Structural Dynamics , 27 : 67 – 90 .
   Web of Science ®Google Scholar
• China Ministry of Construction (CMC). (2010a). Code for seismic design of buildings (GB50011-2010). Beijing: China Architecture & Building.
   Google Scholar
• China Ministry of Construction (CMC). (2010b). Technical specification for concrete structures of tall building (JGJ3-2010). Beijing: China Architecture & Building.
   Google Scholar
• Ersubasi , F. and Korkmaz , H. H. 2010 . Shaking table tests on strengthening of masonry structures against earthquake hazard . Natural Hazards and Earth System Sciences , 10 : 1209 – 1220 .
   Google Scholar
• Fan , H. , Li , Q. S. , Tuan , A. Y. and Xu , L. H. 2009 . Seismic analysis of the world’s tallest building . Journal of Constructional Steel Research , 65 : 1206 – 1215 .
   Web of Science ®Google Scholar
• Ghaemmaghami , A. R. and Ghaemian , M. 2008 . Experimental seismic investigation of Sefid-rud concrete buttress dam model on shaking table . Earthquake Engineering and Structural Dynamics , 37 : 809 – 823 .
   Google Scholar
• Harris , H. G. and Sabnis , G. M. 1999 . Structural modeling and experimental techniques , 2nd ed. , New York , NY : CRC .
   Google Scholar
• Lee , H. S. and Woo , S. W. 2002 . Seismic performance of a 3-story RC frame in a low-seismicity region . Engineering Structures , 24 : 719 – 734 .
   Web of Science ®Google Scholar
• Kim , S. C. and White , D. W. 2004 . Nonlinear analysis of a one-story low-rise masonry building with a flexible diaphragm subjected to seismic excitation . Engineering Structures , 26 : 2053 – 2067 .
   Web of Science ®Google Scholar
• Lu , X. L. 2007 . Earthquake resistant theory and application of complex high-rise building , Beijing : Science Press .
   Google Scholar
• Lu , X. L. , Zhou , Y. and Lu , W. S. 2007 . Shaking table model test and numerical analysis of a complex high-rise building . Structural Design of Tall and Special Buildings , 16 : 131 – 164 .
   Web of Science ®Google Scholar
• Lu , X. L. , Chen , L. Z. , Zhou , Y. and Huang , Z. H. 2009 . Shaking table model tests on a complex high-rise building with two towers of different height connected by trusses . Structural Design of Tall and Special Buildings , 18 : 765 – 788 .
   Google Scholar
• Mathieu , R. C. and Pierre , L. 2009 . Shake table sliding response of a gravity dam model including water uplift pressure . Engineering Structures , 31 : 1625 – 1633 .
   Google Scholar
• Roko , Z. , Samo , G. , Crewe , A. J. and Taylor , C. A. 2001 . Shaking table tests of 1:4 reduced-scale models of masonry infilled reinforced concrete frame buildings . Earthquake Engineering and Structural Dynamics , 30 : 819 – 834 .
   Google Scholar
• Yu , Y. , Tsai , K. C. , Weng , Y. T. , Lin , B. Z. and Lin , J. L. 2010 . Analytical studies of a full-scale steel building shaken to collapse . Engineering Structures , 32 : 3418 – 3430 .
   Web of Science ®Google Scholar
• Zhou , Y. , Lu , W. S. and Lu , X. L. 2003 . Practical model design method of shaking table tests . Structural Engineers , 66 : 30 – 33 . (in Chinese)
   Google Scholar
• Zhou, Y., Lu, X. L., & Lu, W. S. (2004). Shaking table test and numerical analysis on a complex high-rise building. Proceedings of the 3rd International Conference on Earthquake Engineering, Nanjing, China, 2004, pp. 355–362.
   Google Scholar