SEISMIC BEHAVIOR OF CURVED BRIDGE SUPERSTRUCTURE LOCATED IN MOUNTAIN AREA

Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) Pub Date : 1900-01-01 DOI:10.2208/jscejseee.75.i_579

S. Fujikura, Y. Sakakibara, M. H. Nguyen, A. Nakajima, Kentaro Takahashi, T. Sasaki

引用次数: 0

Abstract

deck-abutment pounding interaction to simulate the behavior of the curved bridge. The analytical results showed that the curved bridge superstructure tended to rotate horizontally, as compared to the straight bridge, due to the deck-abutment pounding.

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山区弯桥上部结构的抗震性能

桥台冲击相互作用模拟弯曲桥的受力行为。分析结果表明，与直桥相比，弯曲桥上部结构受桥台撞击的影响有水平旋转的趋势。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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来源期刊

Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))

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