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A PERFORMANCE EVALUATION OF THE ARCH BRIDGE MEMBERS USING THE STRAIN INDEX BASED ON THE PARAMETERS OBTAINED FROM LINEAR BUCKLING THEORY

机译：基于线性屈曲理论获得的参数，使用应变指数的拱桥构件对拱桥构件的性能评估

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Sujaritpong Atavit; Toshitaka Yamao;
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年度 2008
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A PERFORMANCE EVALUATION OF THE ARCH BRIDGE MEMBERS USING THE STRAIN INDEX BASED ON THE PARAMETERS OBTAINED FROM LINEAR BUCKLING THEORY

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