The seismic isolation design for the railway simple supported beam bridge according to the results calculated by design codes intends safety.
梁体的峰值地震响应的规范计算值大都高于实际值，故按照规范值进行铁路简支梁桥的隔震设计偏于安全。
In this paper, the application of seismic isolation technology is probed into continuous rigid frame Bridges under the engineering background of a highway bridge.
本文以某公路大桥为工程背景，探讨隔震技术在连续刚构桥中的应用。
In this paper, a double deck bridge is adopted in this thesis as an example for seismic isolation analysis.
本文以双层桥为算例，对其进行了隔震分析。
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