Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
Title Optimum Design and Structural Application of the Bracing Damper System by Utilizing Friction Energy Dissipation and Self-Centering Capability
Authors 허종완(Hu, Jong Wan) ; 박지웅(Park, Ji-Woong)
DOI https://doi.org/10.12652/Ksce.2014.34.2.0377
Page pp.377-387
ISSN 10156348
Keywords 초탄성 형상기억합금;마찰 댐퍼;자동복원;에너지 소산;가새 시스템 Superelastic shape memory alloy (SMA);Friction damper;Energy dissipation;Bracing system
Abstract The helical pile is a manufactured steel pile consisting of one or more helix-shaped bearing plates affixed to a central shaft. This pile is installed by rotating the shaft into the ground to support structural loads. Advantages of the helical pile are no need for boring or grout process, and ability to install a pile foundation with relatively light devices. In this study, an optimized design method for helical piles is proposed to minimize the material cost with consideration of the load bearing capacity obtained by the cylindrical shear method. The harmony search meta-heuristic algorithm was adopted for optimization process. The optimized design was verified by comparing with the 2009 International building code. It is noted that the optimization for the configuration of helical piles along with material cost proves to be an out-performed tool in designing helical pile foundation with economic feasibility.