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- W893634963 abstract "Because of the orthotropic elastic properties and a significant two-way bending action, orthotropic plate theory may be suitable for describing the behavior of concrete-filled steel grid decks. In AASHTO LRFD Bridge Design Specification(2004), the equations for live load moment consider a ratio of flexural rigidity between longitudinal and transverse directions, but not in the Korea design specification of highway bridge (2005). The Korea LRFD bridge standard specification of highway(1996) includes an orthotropic plate model with single load to estimate effects induced by live load moments of concrete-filled steel grid decks. However, the orthotropic plate model considering only single patch load may not be conservative. This paper presents live load moment equations for truck and passenger car, based on the classical orthotropic plate theory, which includes multiple patch loads. Design factors and live load models of Korea standard specification of highway bridge is applied to proposed formulations." @default.
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- W893634963 date "2007-01-01" @default.
- W893634963 modified "2023-09-23" @default.
- W893634963 title "Development of Live Load Moment Equations for Decks Using Orthotropic Plate Theory" @default.
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