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TECHNICAL PAPER




         ReFeReNCes                                             11.  Lee Bang and Kim (2008), “An Analytical Model for High-
                                                                    Rise Wall Fame Structures with Outriggers”, The Structural
         1.  Smith, “Parameter Study of Outrigger Braced Tall Building   Design of Tall and Special Buildings, Vol 17, PP.No. 839-851.
             Structures”, Journal of the Structural Division, Vol No.107,
             No. 10, PP.No. 2001-2014.                          12.  Herath, Haritos, Ngo and Mendis (2009), “Behaviour of
                                                                    Outrigger Beams in High-Rise Buildings Under Earthquake
         2.  Smith and Salim(1983), “Formulae for Optimum Drift     Loads”, Proceedings of Australian Earthquake Engineering
             Resistance of Outrigger Braced Tall building Structures, Vol   Society Conference.
             17, Issue 1, PP.No. 45-50.
                                                                13.  Gerasimidis, Efthymiou and Baniotopoulos (2009),
         3.  Rutenberg and Tal(1987), “Lateral Loads Response of Belted   “Optimum Outrigger Locations of High-Rise Steel Buildings
             Tall Building Structures”, Engineering Structures, Vol 9,   foe Wind Loading”, Proceedings of EACWE-5.
             Issue 1, PP.No. 53-67.
                                                                14.  Fawzia and Fathima (2010), “ Deflection Control in
         4.  Iyengar (1995), Hal, “Composite and Steel High Rise    Composite Building by Using Belt Truss and Outrigger
             Systems”. Habitat and the High-Rise, Tradition and     System”, World Academy of Science, Engineering and
             Innovation. In Proceedings of the Fifth World Congress   Technology.
             Amsterdam, the Netherlands, Bethlehem, Pa: Council on
             Tall Building and Urban Habitat, Lehigh University.  15.  Chen, McFarland, Wang, Spencer, ASCE and Bergman
                                                                    (2010), “Analysis of tall building with damped outrigger”,
         5.  Gatti and Ishak(1997), “Structural Behaviour of Tall Buildings   Journal of Structural Engineering, Vol. 136, PP.No. 11.
             Stiffened by Outriggered Thin Wall Cores”, Multi-purpose
             High-rise Towers and Buildings, PP. No. 2-6        16.  Kamgar and Saadatpour (2011), “A Simple Mathematical
                                                                    Model for Free Vibration Analysis of Combined System
         6.  Hoenderkamp and Bakker (2003), “Analysis of High-rise   Consisting of Framed Tube, Shear Core, Belt Truss and
             Braced Frame with Outriggers”, The Structural Design of
             Tall Buildings and Stuctures, Vol 12, PP.No. 335-350.  Outrigger System with Geometrical Discontinuities”.
         7.  Wu and Li (2003), “Structural Performance of Multi-  Hand books
             Outrigger Braced Tall Buildings”, The Structural Design of   1.  Taranath.B (1998) “Structural Analysis and Design of Tall
             Tall and Special Buildings, Vol 12, PP.No. 155-176.
                                                                    Buildings”. New York, McGraw Hill.
         8.  Zhang, Zhang, Zhao, Zhu and Zhou(2007), “Safety Analysis   2.  Smith(1991), “Tall Building Structures”, Wiley-Interscience
             of Optimal Outrigger Location in High-rise Building    Publication.
             Structures, Journal of Zhejiang University Science A, Vol 8
             (2), PP.No. 264-269.                               3.  IS 1893 (Part 1):(2002) Provision on Seismic Design of
                                                                    Buildings, Bureau of Indian Standards, New Delhi.
         9.  Smith and Willford (2007), “The Damped Outrigger
             Concept for Tall Buildings”, The Structural Design of Tall   4.  IS 875 (Part 3):(1987) Code of Practice for Design Loads
             and Special Buildings, Vol 16, PP.No.501-507.          (Other than Earthquake) for Buildings and Structures”,
                                                                    Bureau of Indian Standards, New Delhi.
         10.  Bayati, Mahidikhani and Rahaei (2008), “Optimized Use of
                                                         th
             Multi-Outrigger System to Stiffen Tall Buildings”, The 14
             World Conference on Earthquake Engineering, PP.No.12-17,
             Bejing, China.

                            m. RAme goWDA obtained B.E. degree from Sri Jaya Chamarajendra College of Engineering,
                            University of Mysore, M.Tech. degree in Structural Engineering from Indian Institute of Technology (IIT)
                            Bombay and Ph.D. degree from National Institute of Technology Karnataka (NITK), Surathkal. He is currently
                            working as Professor and Head, Department of Civil Engineering at Adichunchanagiri Institute of Technology,
                            Chikmagalur, Karnataka. He has published several research papers in various journals and conferences.
                            His areas of interests are concrete mix design, self-compacting concrete, bendable concrete, papercrete
                            concrete, composites, structural dynamics and controlled low strength concrete.




                            shivie R. P. goveAs obtained B.E. degree from Prasanna College of Engineering, Belthangady,
                            Mangalore, M.Tech. degree in Structural Engineering from Adichunchanagiri Institute of Technology,
                            Chikmagalur. He is working as Assistant Professor, Department of Civil Engineering at Mangalore Institute of
                            Technology and Engineering, Moodbidare Mangalore, Karnataka. His area of interest is structural dynamics.








      22    The IndIan ConCreTe Journal | november 2019
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