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一种裂纹梁振动响应分析的近似方法 被引量:9
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作者 陈梦成 汤任基 《应用数学和力学》 CSCD 北大核心 1997年第3期203-209,共7页
本文以线弹簧模型为基础提出了一种近似分析裂纹梁振动响应的方法.把该方法同EulerBernoulli梁理论、模态分析方法以及断裂力学原理等结合起来运用,导出裂纹梁振动的特征方程.作为应用实例,本文考核了简支裂纹梁和悬臂裂纹梁的固有... 本文以线弹簧模型为基础提出了一种近似分析裂纹梁振动响应的方法.把该方法同EulerBernoulli梁理论、模态分析方法以及断裂力学原理等结合起来运用,导出裂纹梁振动的特征方程.作为应用实例,本文考核了简支裂纹梁和悬臂裂纹梁的固有频率响应.结果表明,本文所获得的解与现有文献中的解或实验结果取得很好的一致. 展开更多
关键词 裂纹梁 线弹簧模型 固有频率响应 振动响应
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阶梯式单向矩形板的振动 被引量:1
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作者 张英世 《北京航空航天大学学报》 EI CAS CSCD 北大核心 2000年第4期412-415,共4页
研究非单一材质的n级阶梯式单向矩形板的振动 .用奇异函数建立板自由振动和强迫振动的微分方程并用初参数法求得其通解 .阶梯梁静力和动力问题的传统解法是分离变量后分阶梯写出常微分方程并分别求解 ,不胜其烦 .运用W算子 ,只用一个式... 研究非单一材质的n级阶梯式单向矩形板的振动 .用奇异函数建立板自由振动和强迫振动的微分方程并用初参数法求得其通解 .阶梯梁静力和动力问题的传统解法是分离变量后分阶梯写出常微分方程并分别求解 ,不胜其烦 .运用W算子 ,只用一个式子便将方程的解表述出来 ,并给出主振型函数的表达式及常见支承条件下板的频率方程 .用广义函数给出板在不同形式载荷作用下的强迫响应 .文中所给影响函数 ,是解决正文所述类型常微分方程的有力工具 。 展开更多
关键词 阶式板 自由振动 固有频率响应
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Basic dynamic characteristics and seismic design of anchorage system
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作者 段建 言志信 +1 位作者 任志华 赵红亮 《Journal of Central South University》 SCIE EI CAS 2014年第8期3275-3283,共9页
Based on some assumptions,the dynamic governing equation of anchorage system is established.The calculation formula of natural frequency and the corresponding vibration mode are deduced.Besides,the feasibility of the ... Based on some assumptions,the dynamic governing equation of anchorage system is established.The calculation formula of natural frequency and the corresponding vibration mode are deduced.Besides,the feasibility of the theoretical method is verified by using a specific example combined with other methods.It is found that the low-order natural frequency corresponds to the first mode of vibration,and the high-order natural frequency corresponds to the second mode of vibration,while the third mode happens only when the physical and mechanical parameters of anchorage system meet certain conditions.With the increasing of the order of natural frequency,the influence on the dynamic mechanical response of anchorage system decreases gradually.Additionally,a calculating method,which can find the dangerous area of anchorage engineering in different construction sites and avoid the unreasonable design of anchor that may cause resonance,is proposed to meet the seismic precautionary requirements.This method is verified to be feasible and effective by being applied to an actual project.The study of basic dynamic features of anchorage system can provide a theoretical guidance for anchor seismic design and fast evaluation of anchor design scheme. 展开更多
关键词 anchorage system natural frequency vibration mode dangerous region resonance line seismic precautionary
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A comprehensive consideration of bias voltage and temperature to extract the intrinsic frequency response of photodiodes
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作者 TUNG ChenHo 《Chinese Science Bulletin》 SCIE EI CAS 2010年第32期3727-3733,共7页
Frequency response is one of the most important characteristics of photodiode (PD). The upper limitation of the bandwidth of a PD is determined by its intrinsic frequency response. Based on the extraction method to ex... Frequency response is one of the most important characteristics of photodiode (PD). The upper limitation of the bandwidth of a PD is determined by its intrinsic frequency response. Based on the extraction method to extract the intrinsic frequency response,we take a further study to analyze the impact of the reverse bias voltage and the temperature on the frequency response of PDs. With the help of physical model,the experimental data and fitted results based on the reverse bias voltage and temperature separately are discussed,then the most reliable intrinsic frequency response of a PD is obtained. 展开更多
关键词 固有频率响应 光电二极管 偏置电压 提取方法 温度 国家环保总局 物理模型 实验数据
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