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The response of a simply supported plate to transient forces. Part 1 - The effect of N-waves at normal incidence

机译：简支板对瞬态力的响应。第1部分 - 正常入射时N波的影响

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Numerical method for determining transient response of simply supported plate to n waves at normal incidence

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作者
Craggs, A.;
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年度 1968
页码 1-34
总页数 34
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
DYNAMIC RESPONSE; FLAT PLATES; SONIC BOOMS; STRESS WAVES; TRANSIENT RESPONSE; DYNAMIC STRUCTURAL ANALYSIS; NUMERICAL ANALYSIS; STRESS ANALYSIS;

机译：动态响应;平板; sONIC BOOms;应力波;瞬态响应;动态结构分析;数值分析;应力分析;

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专利

1. Theoretical analysis of transient waves in a simply-supported Timoshenko beam by ray and normal mode methods [J] . Su Y.-C., Ma C.-C. International Journal of Solids and Structures . 2011,第3a4期

机译：简支Timoshenko光束中瞬态波的射线和法模分析
2. Two-dimensional elasticity solution for transient response of simply supported beams under moving loads [J] . Hasheminejad S.M., Rafsanjani A. Acta Mechanica . 2011,第3a4期

机译：荷载作用下简支梁瞬态响应的二维弹性解
3. Two-dimensional elasticity solution for transient response of simply supported beams under moving loads [J] . Seyyed M. Hasheminejad, Ahmad Rafsanjani Acta Mechanica . 2011,第s3a4期

机译：荷载作用下简支梁瞬态响应的二维弹性解
4. RECONSTRUCTION OF NORMAL SURFACE VELOCITIES OF A SIMPLY-SUPPORTED BAFFLED PLATE USING HELMHOLTZ EQUATION LEAST SQUARE METHOD [C] . ASME Noise Control and Acoustics Division annual conference . 2009

机译：使用Helmholtz公式的简单支撑挡板板的正常表面速度的重建
5. Distributed sensing and control of a simply supported plate. [D] . Fariborzi, Fariborz. 1998

机译：分布式支撑和简单支撑板的控制。
6. Simplified setup for the vibration study of plates with simply-supported boundary conditions [O] . Patrick Dumond, Dominic Monette, Fadi Alladkani, 2019

机译：具有简单支撑边界条件的板的振动研究的简化设置
7. Influence of transverse normal strain on finite, simply supported isotropic and orthotropic plates [O] . Khidir Mohamed Ahmed 1983

机译：横向法向应变对有限，简支各向同性和正交各向异性板的影响
8. The Response of a Simply Supported Plate to Transient Forces. Part 1 - the Effect of n-Waves at Normal Incidence [R] . Craggs, A. 1968

机译：简支板对瞬态力的响应。第1部分 - n波在正常发生率下的影响

The response of a simply supported plate to transient forces. Part 1 - The effect of N-waves at normal incidence

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