Abstract
The 1995 Hyogoken Nanbu Earthquake caused enormous damage to Container Crane of Kobe Harbor. It was reported that a behavior of container crane under strong earthquakes involved uplifting and slipping of their legs. However, such behavior is not taken into consideration in the seismic design of crane, because of difficulty due to its nonlinearly. The purpose of this study is to establish the method of the seismic design of container crane by verifying the analysis method which are compared the result of vibration test of 1/15 scale model. This report describe the seismic isolation method to make verification by the nonlinear transient analysis of 3-D FEM model and vibration test.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: The Proceedings of Design & Systems Conference
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
