Design Alternatives for Lateral Force-Resisting Systems of Tall Buildings in Dubai, UAE

Four design alternatives for lateral force-resisting systems of tall buildings in Dubai, UAE are presented. Quantitative comparisons between the different designs are also made. This paper is intended to provide different feasible lateral systems to be used in Dubai in light of the available seismic hazard studies of the UAE. The different lateral systems are chosen in conformance with the International Building Code (IBC). Moreover, the expected behavior of each system is highlighted and light is shed on some of the cost implications associated with lateral system selection.




References:
[1] G. Aldama-Bustos, J. Bommer,C. Fenton, and P. Stafford. "Probabilistic
seismic hazard analysis for rock sites in the cities of Abu Dhabi, Dubai
and Ra's Al Khaymah, United Arab Emirates" Georisk, vol. 3, no. 1, pp.
1-29, March 2009.
[2] R. Sigbjornsson, A. ElNashai. "Hazzard assessment of Dubai, United
Arab Emirates, for close and distant earthquakes," Journal of Earthquake
Engineering, pp 749-773, 2006.
[3] US Army Corps of Engineers, Structural Engineering-with Change 1
(UFC3-301-01), 2010, last accessed on Jan. 25, 2012.
http://www.wbdg.org/ccb/DOD/UFC/ufc_3_301_01.pdf
[4] US Army Corps of Engineers, Seismic Design for Buildings (TI809-04).
1998, last accessed on Jan. 25, 2012.
http://www.hnd.usace.army.mil/techinfo/ti/809-04/ti80904.htm
[5] International Code Council (ICC), International Building Code, Falls
Church, Virginia, 2009.
[6] R. Hamburger, H. Krawinkler, J. Malley, S.Adan,"Seismic design of
steel special moment frames: a guide for practicing engineers", National
Institute of Standards and technology, Gaithersburg, 2009.
[7] J. P. Moehle, J. D. Hooper, C.D. Lubke, "Seismic design of reinforced
concrete special moment frames a guide for practicing engineers,
National Institute of Standards and Technology, Gaithersburg, 2008.
[8] R. Sabelli, M. Bruneau. "Steel design guide: Steel plates shear walls".
American Institute of Steel Construction, 2007.
[9] United States Geological Survey, last accessed on Jan. 25, 2012.
http://earthquake.usgs.gov/earthquakes/world/middle_east/gshap.php
[10] Computers & Structures Inc., ETABS, Integrated Finite Element
Analysis and Design of Structures, User's Manual, CSI, Berkeley,
California, (2010).
[11] American Society of Civil Engineers/Structural Engineering Institute
(ASCE/SEI), Minimum design loads for buildings and other structures
(ASCE7-05), Reston, Virginia, 2005.
[12] American Concrete Institute, Building Code Requirements for Structural
Concrete and Commentary (ACI318-08), Farmington Hills, 2008.
[13] American National Standards Institute/American Institute of Steel
Construction (ANSI/AISC), Specification for Structural Steel Buildings
(ANSI/AISC 360-05), Chicago Illinois, 2005.
[14] American National Standards Institute/American Institute of Steel
Construction (ANSI/AISC), Seismic Provisions for Structural Steel
Buildings (ANSI/AISC 341-05), Chicago Illinois, 2005.
[15] American National Standards Institute/American Institute of Steel
Construction (ANSI/AISC), Prequalified Connections for Special and
Intermediate Steel Moment Frames for Seismic Applications
(ANSI/AISC 358-05), Chicago Illinois, 2005.