Dynamic response of single span bridges with even and uneven decks

JAMAL AL-DUAIJ; M. ABDEL-ROHMAN

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Dynamic response of single span bridges with even and uneven decks

机译：桥面平整不平的单跨桥梁的动力响应

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A single span bridge is considered in order to investigate the dynamic effect on the maximum deflection due to the effect of different parameters. The parameters considered are: type of supports (hinged-hinged or simply supported), the damping ratio, natural frequency, bridge span, stiffness of vehicles tires and suspension springs, weight of the moving vehicle, the vehicle speed, and the unevenness of the bridge deck and its profile.

机译：为了研究由于不同参数的影响而对最大挠度产生的动态影响，考虑使用单跨桥。所考虑的参数为：支撑件的类型（铰链连接或简单支撑），阻尼比，固有频率，桥跨度，车辆轮胎和悬架弹簧的刚度，行驶中的车辆的重量，车辆的速度以及轮胎的不平整度。桥面及其轮廓。

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《Journal of University of Kuwait》 |1997年第2期|p.255-263|共9页
作者
JAMAL AL-DUAIJ; M. ABDEL-ROHMAN;
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正文语种 eng
中图分类一般工业技术;
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Dynamic response of single span bridges with even and uneven decks

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