Control of Lateral Displacement for Super Tall Building by Floor & Partial 3D Brace

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Present control system of lateral displacement for super tall building has problems as follows, stress concentrate on some floor, shear lag, restriction on architectural design, etc. Thus in spite of superior structural ability the efficiency of system is so lessened. This study is about the system that using X type Floor brace and Partial 3D brace, for the purpose of lateral displacement control. This system is a method that distribute lateral loads equally inner wall. According to analysis result, Floor brace and Partial 3D brace system have equal or superior lateral displacement control ability of Outrigger system, by control of brace shape, arrangement, stiffness. When reducing core ratio, Floor brace system shows similar displacement control as outrigger system. If core shape becomes rectangular, Partial 3D brace system does not show difference in maximum displacement in X and Y directions as large as in Outrigger system. Also in case of Outrigger system, abrupt lateral displacement occurs by wind load nearby the outrigger floor. On the contrary, Partial 3D brace system is a structural system advantageous for habitability near specific floor since smaller lateral displacement is shown to reduce the effects of wind vibration and wind acceleration.

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1251-1258

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January 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] C.K. Jung, S.W. Shin: The Lateral Displacement Control Evaluation by Structural Elements of Shear Wall Structures, AIK Jourmal, V. 244, No. 10, ( 2007), p.11~18.

Google Scholar

[2] Y.H. Kim: A Study on the Effective Construction Technology for Super Tall Buildings, AIK Jourmal, V. 52, No. 11, ( 2005), p.87~96.

Google Scholar

[3] Grossman J.S.: Verification of Proposed Design Methodologies for Effective Width of Slabs Slab-Colum Frames, ACI Structural Jourmal, V. 94, No. 2 March-April (1997).

DOI: 10.14359/472

Google Scholar

[4] Y.D. Lee: A Study on Analysis of the Flat Plate Slab System used Effective Beam Method, AIK Jourmal (2006).

Google Scholar

[5] J.C.D. Hoenderkamp, M.C.M. Bakker: Analysis of High-Rise Braced Frames with Outrigger, The Structural Design of Tall and Special Buildings, Vol. 12 No. 4, (2003), pp.335-350.

DOI: 10.1002/tal.226

Google Scholar

[6] Stafford Smith, I. Salim: Parameter study of Outrigger braced Tall Building Structures, Journal of Structural Engineering, 107(T10), (1981), p.2001-(2004).

DOI: 10.1061/jsdeag.0005798

Google Scholar

[7] Bungale S. Taranath: Wind and Earthquake Resistant Buildings (2005).

Google Scholar

[8] Kang Kun Lee, Li Hyung Lee, Eun JIN Lee: Prediction of Shear-Lag effects in Framed tube structures with internal tube, The structural design of tall buildings, 11, (2003), pp.73-92.

DOI: 10.1002/tal.189

Google Scholar

[9] Myoungsu Shin, Thomas H. -K. Kang, Benjamin Pimentel: Toward optimal design of high-rise building tube systems, The structural design of tall building and special buildings, 10. 1002/tal. 615(2010).

DOI: 10.1002/tal.615

Google Scholar

[10] ACI, Building Code requirements for Structural Concrete (ACI 318-02), American Concrete Institute, Farmington Hills, Michigan(2002).

Google Scholar

[11] AIK, KBC 2009, (2009).

Google Scholar

[12] KSEA, Seismic Design of Concrete & Steel Buildings, KSEA 351-09, April(2010).

Google Scholar

[13] C.K. Jung, S.W. Shin, K.S. Lee: A study on control of lateral displacement of super tall building by floor brace, AIK Jourmal, V. 27 , No. 9, ( 2011), pp.93-100.

Google Scholar