STAAD.Pro 帮助 验证示例V.08 Dynamic Analysis V.08 Dynamic Analysis V. 梁单元受响应谱作用计算时程荷载作用下的最大弯矩，并将理论解与STAAD解进行比较。 V. First Modal Frequency of a Cantilever BeamTo calculate the Natural frequency of vibration for a rectangular cantilever beam with a mass at the free end.V. Floor Spectrum Verification 1Calculate the response spectrum for a ramp acceleration time history.V. Modal Frequencies of a Cantilever BeamTo find the first three natural frequencies of vibration for a cantilever beam with a uniform mass.V. Modal Frequencies of a Simply Supported BeamTo find the natural frequencies of vibration for a simply supported beam.V. 三维框架的模态响应求一个空间框架的固有频率。比较 STAAD.Pro使用的子空间迭代法的结果与 EASE2® 和 ANSYS® 的结果。 V. 梁的模态响应计算梁的自振频率，并将理论解与 STAAD.Pro的解进行比较。 V. 圆形板的模态响应计算圆形板的固有频率，并将理论解与STAAD解进行比较。 V. 矩形板的模态响应查找矩形板的固有频率，并将理论答案与 STAAD.Pro 解决方案进行比较。 V. Natural Frequency of a 2D TrussTo calculate the Natural frequency of vibration for a two story truss.V. Natural Frequency of a Simply Supported BeamTo find the fundamental frequency of vibration for a simply supported beam with a uniform mass.V. 弹簧支撑梁的自振频率 计算一个带有集中质量的梁在两个弹簧支撑下的自由振动周期。 V. Rayleigh Natural Frequency of a Cantilever BeamTo calculate the Natural frequency of vibration using the Rayleigh method for a light cantilever beam with a mass at the free end.V. 稳态荷载作用下的梁计算梁在稳态条件下两个点的变形。V. Steady State - With DampingDetermine amplitude of motion of a beam due to harmonic force.V. Time History - Blast LoadingDetermine the dynamic response of a tower subjected to blast loading.V. Time History - Ground AccelerationDetermine the response of a two-story portal frame subjected to suddenly applied constant acceleration of 0.28 g at its base.V. Time History - Rectangular Pulse ForceDetermine the maximum displacement at the top and maximum bending stress in the columns of a one-story portal frame subject to a rectangular pulse force.