应用该谱的工程实例分析结果与非线性时程响应的分析结果吻合较好。
The results computed from spectrum correspond to which from nonlinear time response analyses.
本文结合一工程实例，介绍了围护桩兼作地下程抗浮和外墙模板的经验，实践证明效果良好。
Based on the example of an engineering work, the experience of application of fender piles for antifloating and external wall form work of underground building was introduced.
在桥梁抖振精细时程分析基础上，模拟出构件的应力时程，并以南京长江二桥为实例对公式进行了验证。
Based on the accurate bridge buffeting analysis of time history, the time history of components is simulated and numerical example is presented to testify this method.
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