Abstract

AbstractA physics-based macroscopic global seismic damage model is developed for lattice shell structures excited by strong earthquakes. Global seismic damage is generated from so-called modal damage that is defined as the loss ratio of potential energy stored in structures before and after earthquakes, with the combination rule based on the assumption of in-series independencies among modal damages involved. The minimum number of lower modes required in the combination is determined by the suggested procedures using the maximum nodal displacement as a key response quantity. The issue of modal match arises from the modal shift phenomenon that commonly exists in aseismic lattice shells is solved by the linear modal assurance criteria (LMAC) approach. The case study indicates that the predictions result from the model exhibit a desirable correlation with the maximum nodal displacement time history response and a good tendency in damage evolution as more modes are involved. The global damage curves can compl...

Full Text
Paper version not known

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 call

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.