Seismic Behavior of a Jumbo Container Crane in the Low Seismicity Zone Using Time-History Analyses
Authors: Huy Q. Tran, Bac V. Nguyen, Choonghyun Kang, Jungwon Huh
Abstract:
Jumbo container crane is an important part of port structures that needs to be designed properly, even when the port locates in low seismicity zone such as in Korea. In this paper, 30 artificial ground motions derived from the elastic response spectra of Korean Building Code (2005) are used for time history analysis. It is found that the uplift might not occur in this analysis when the crane locates in the low seismic zone. Therefore, a selection of a pinned or a gap element for base supporting has not much effect on the determination of the total base shear. The relationships between the total base shear and peak ground acceleration (PGA) and the relationships between the portal drift and the PGA are proposed in this study.
Keywords: Jumbo container crane, portal drift, time history analysis, total base shear.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1315555
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[1] A. Shafieezadeh, "Seismic Vulnerability Assessment of Wharf Structures," Georgia Institute of Technology, August, 2011.
[2] E. Soderberg and M. Jordan, "Seismic Response of Jumbo Container Cranes and Design Recommendations to Limit Damage and Prevent Collapse," in ASCE Ports 2007 Conference, San Diego, CA, USA, 2007.
[3] EQE International, "The January 17, 1995 Kobe Earthquake: An EQE Summary Report," EQE International, San Francisco, CA, USA, April 1995.
[4] Chang, S.E., "Diasters and transport systems: loss, recovery, and competition at the Port of Kobe after the 1995 earthquake," J. Transport Geography, vol. 8, no. 1, pp. 53-65, 2000.
[5] Kosbab B.D., "Seismic Performance Evaluation of Port Container Cranes Allowed to Uplift," Georgia Institute of Technology, May 2010.
[6] PIANC, Seismic Desing Guidelines for Port Structures, A.A. Balkema, 2001.
[7] ASCE/COPRI 61-14, "Seismic Design of Piers and Wharves," American Society of Civil Engineers, July 21, 2014.
[8] Architectural Institute of Korea, "Korean Building Code," 2005.
[9] Bhimani A. and Jordan M.A., "A few facts about jumbo cranes," in TOC Americas in Panama, December 3, 2003.
[10] C. Rajaram and R. P. Kumar, "Three Dimensional Modeling of Pounding Between Adjacent Buildings," in Fourth International Conference on Structural Stability and Dynamics (ICSSD 2012), Malaviya National Institute of Technology, Jaipur & Texas A&M University, USA, 4-6 Jan 2012.
[11] Kim J.M., QuakeGem - Computer program for generating multiple earthquake motions, Chonnam National University, 2007.
[12] Deodatis G., "Non-stationary Stochastic Vector Processes: Seismic Ground Motion Applications," Probabilistic Engineering Mechanics, vol. 11, pp. 149-168, 1996a.
[13] Deodatis G., "Simulation of Ergodic Multivariate Stochastic Processes," Journal of Engineering Mechanics, pp. 778-787, 1996b.
[14] L. D. Jacobs, "Shake table experiments for the determination of the seismic response of jumbo container cranes," Georgia Institute of Techonology, 2010.