1、

The time response characteristics of negative nonlinear intercalation photoswitch are discussed based on the photo induced thermal effect.

根据光致热效应讨论了负非线性夹层式光开关的时间响应特性。

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2、

Time-Domain Analysis of Nonlinear Seismic Response for Hysteretic Frame Structures

滞变框架结构非线性地震反应时域分析

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3、

The seismic response analysis of a long-span suspension bridge is undergone by means of the seismic response spectrum method and the linear/ nonlinear seismic time-history dynamic method.

对一座大跨度悬索桥进行了地震反应谱分析和线性、非线性的地震时程分析,并在此基础上对该桥进行了抗震性能验算。

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4、

Non-iterative computational method for the nonlinear time-history response of base-isolated structures equipped with lead-rubber hearings ( LRB) was presented.

提出了一种求解使用铅芯橡胶支座(LRB)的基础隔震结构非线性动力响应的非迭代时程计算方法。

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5、

Based on the seismic nonlinear time-history response analysis theory, a comparison research has been performed to investigate seismic isolation effect for the nonlinear dynamic response of the bridge structure when using different seismic isolation device.

在地震非线性时程反应分析理论基础上,对不同恢复力特性隔震器的设置对桥梁结构的非线性动力反应减震效果的影响进行了对比研究,即研究了具有隔震支座桥梁的隔震机理。

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6、

The computer formulations and the programs of geometrical nonlinear seismic responses of long span space structures subjected to earthquake waves were developed first. Then the geometrical nonlinear seismic time-history response behaviors of the cylindrical latticed-intersected-three-dimensional-beam-system ( LITDBS) reticulated mega-structure were analyzed.

首先推导了大跨空间结构几何非线性地震响应时程分析的计算过程,编制了相应的计算程序,然后重点对圆柱面交叉立体桁架系巨型网格结构进行几何非线性地震响应时程分析。

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7、

Nonlinear time-history analysis of seismic response of a long-span cable-stayed bridge

大跨度斜拉桥地震响应非线性时程分析

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8、

Nonlinear Time-history Analysis of Seismic Response and Seismic Control of Long-span Cable-stayed Bridges

大跨度斜拉桥非线性地震反应时程分析及减、隔震研究

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9、

NN, one of soft measurement modeling tools having the association& recollection self-learning better fault tolerance prompt response simulation of the high nonlinear system, has its advantage in modeling the nonlinear and time-varying flux of sluice gate.

神经网络方法是一种效果较好的软测量建模方法,具有联想记忆,自学习,高度容错,快速处理,能逼近高度复杂的非线性系统的特点,适用于非线性、时变的涵闸水力流量过程建模。

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