摘要
探讨了随机脉动风压作用下,结构的局部动力效应问题,通过实例计算证明了局部动力效应影响不可忽略,这为正确分析脉动风压下结构的动力响应,准确、可靠地指导工程设计提供了理论依据。
The local dynamic effect under stochastic fluctuation wind pressure was systematically analyzed. The related formulas are derived. By using the method, the unitary dynamic internal force and bending moment for a column structure under stochastic fluctuation wind pressure are calculated. It has been found from comparison that the results have become more accurate when local effect is considered under stochastic fluctuation wind pressure. Moreover, some useful results are obtained. These are beneficial to engineering design.
出处
《船舶力学》
EI
北大核心
2005年第1期57-62,共6页
Journal of Ship Mechanics
基金
国家自然科学基金(10024008)
山东省自然科学基金(Y2000F01)
烟台大学青年基金的联合资助项目。
关键词
脉动风压
局部动力效应
结构响应
高层建筑
风荷载
Beams and girders
Bending moments
Dynamic response
Dynamics
Pressure
Random processes
Wind effects
