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Study of the seismic performance of expansion double spherical seismic isolation bearings for continuous girder bridges

机译:连续梁桥膨胀双球隔震支座抗震性能研究。

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The development of an expansion double spherical seismic isolation (DSSI) bearing by modifying the fixed DSSI bearing is described in this paper. The expansion DSSI bearing is characterized by its good energy dissipation and horizontal displacement capacity and has been successfully integrated into the seismic design of several important engineering projects in China. It is envisioned to be used as a substitute for ordinary expansion bearings in continuous girder bridges to distribute the longitudinal earthquake action among all the piers. Its development, configuration and working mechanism are introduced first. The test method and the seismic performance of an expansion DSSI bearing are then briefly described. A theoretical analysis followed by a numerical analysis for an actual four-span continuous girder bridge are provided as an example, and it is concluded that the expansion DSSI bearing can be integrated into the seismic design of continuous girder bridges.
机译:本文介绍了通过修改固定的DSSI轴承来开发膨胀双球面地震隔离(DSSI)轴承的方法。 DSSI膨胀轴承具有良好的能量消散和水平位移能力,并已成功集成到中国几个重要工程项目的抗震设计中。可以预期,它可以代替连续梁桥中的普通膨胀轴承,从而在所有墩之间分配纵向地震作用。首先介绍它的开发,配置和工作机制。然后简要介绍了膨胀DSSI轴承的测试方法和抗震性能。以一个实际的四跨连续梁桥为例,进行了理论分析和数值分析,得出的结论是,可将扩展的DSSI轴承集成到连续梁桥的抗震设计中。

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