在工程设计问题中,响应的具体时问历程未必是最感兴趣的,埘我们更有意义的通常是峰值响应(Peak Response):最大位移、最大加速度及最人应力应变等。1932年,Biot在研究地震对建筑物的影响时第一次引入了冲击响应谱的概念。
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比较了在不同结构刚度下,各个风向角的峰值响应的共振部分与背景部分的比例。
The proportion of the background component and resonant component in peak responses is been compared at different wind azimuths and different rigidity.
器件的峰值响应波长随偏压的改变可以从8600(?) 移动到8835(?)
The peak response wavelength of the device is 8600-8835A at different bias voltages.
只要满足了非功能性需求(负载能力、平均响应时间、峰值响应时间等),应用程序就可以部署,用户也会觉得满意。
Once the non-functional requirements of a system (load capacity, average response time, peak-load response time, and so on) have been met the application can be deployed and the customer is satisfied.
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