stochastic response造句
例句與造句
- stochastic response analysis on structure shock attenuation after adding layer
結(jié)構(gòu)加層減震動(dòng)力隨機(jī)響應(yīng)分析 - in this paper, a numerical method for structure stochastic response analysis is presented
摘要對(duì)結(jié)構(gòu)隨機(jī)響應(yīng)分析的數(shù)值積分方法進(jìn)行了深入的研究。 - fast algorithm for stationary stochastic response subjected to multi-component multi-support seismic excitation
多分量多點(diǎn)平穩(wěn)隨機(jī)地震響應(yīng)的快速算法 - stochastic response analysis of seismically isolated bridges with lrb to spatially varying earthquake ground motions
隔震橋梁空間變異性地震隨機(jī)響應(yīng)分析 - two numerical examples are performed, which results show that this method is effective for the stochastic response analysis
就兩個(gè)算例進(jìn)行了數(shù)值仿真，結(jié)果表明該方法對(duì)于結(jié)構(gòu)的隨機(jī)響應(yīng)分析是有效的。 - It's difficult to find stochastic response in a sentence. 用stochastic response造句挺難的
- in this paper, the authors have made a profound research on numerical methods for structure dynamic response analysis, and presented a direct integration method to solve structure deterministic and stochastic response
摘要對(duì)結(jié)構(gòu)動(dòng)力響應(yīng)分析的數(shù)值積分方法進(jìn)行了深入的研究，提出了一種用于求解結(jié)構(gòu)的確定性和隨機(jī)響應(yīng)的直接積分方法。 - numerical examples are given for deterministic and stochastic response, respectively, and comparison made with the analytical approach or classic numerical methods, the results show that this method is effective for deterministic and stochastic response analysis
分別就確定性響應(yīng)和隨機(jī)響應(yīng)給出了數(shù)值算例，并和相應(yīng)的解析解或經(jīng)典的數(shù)值積分方法進(jìn)行了比較，結(jié)果表明該方法對(duì)于結(jié)構(gòu)的確定性和隨機(jī)響應(yīng)分析是有效的。 - numerical examples are given for deterministic and stochastic response, respectively, and comparison made with the analytical approach or classic numerical methods, the results show that this method is effective for deterministic and stochastic response analysis
分別就確定性響應(yīng)和隨機(jī)響應(yīng)給出了數(shù)值算例，并和相應(yīng)的解析解或經(jīng)典的數(shù)值積分方法進(jìn)行了比較，結(jié)果表明該方法對(duì)于結(jié)構(gòu)的確定性和隨機(jī)響應(yīng)分析是有效的。 - are uncertain and should be regarded as random variables, therefore the reinforced concrete frame is stochastic structure inherently, and then its motive equations converted to combined random differential equations for the uncertain parameters and external random excitation . these equations were solved by order-orthogonal expansion method with pseudo-excitation method, and then the statistic stochastic responses of random structure were obtained . at last, based on the stochastic cumulative damage model with double parameters developed by park, formulas were formulated for calculating structural earthquake damage probability using the structural reliability theory ( mainly jc algorithm ) in extensive random space
首先對(duì)受地震激勵(lì)的剪切型鋼筋混凝土結(jié)構(gòu)進(jìn)行建模，用隨機(jī)等效線性化方法將二階非線性微分方程組化成一階線性微分方程組(或稱之為狀態(tài)方程)；再考慮材料等參數(shù)的隨機(jī)性，則狀態(tài)方程成為復(fù)合隨機(jī)微分方程組，將擴(kuò)階系統(tǒng)方法和虛擬激勵(lì)方法推廣并應(yīng)用于這個(gè)復(fù)合隨機(jī)微分方程組，求出結(jié)構(gòu)的隨機(jī)響應(yīng)量的統(tǒng)計(jì)參數(shù)；最后采用隨機(jī)累積損傷破壞準(zhǔn)則，在廣義隨機(jī)空間內(nèi)，用jc算法求解失效概率，進(jìn)而求出結(jié)構(gòu)的抗震可靠度。 - 4 . the seismic dynamic reliabilities of the nanjing changjiang tunnel were analyzed, and its dynamic reliable and disable probabilities under the 7 degree earthquake were obtained, by using the maximum stochastic responses and the first overstress mechanism . in the other hand, the probability of serious seismic intensity and its probability distribution function were calculated by analyzing the seismic degree, and the seismic dynamic reliable and disable probabilities of the tunnel in its design reference period were calculated by using the maximum stochastic responses and the first overstress mechanism
4采用最大隨機(jī)地震響應(yīng)和首超破壞理論分析了隧道抗震動(dòng)力可靠度，得到了隧道在七度地震作用下的地震動(dòng)力可靠概率和失效概率；并通過(guò)對(duì)南京長(zhǎng)江隧址的地震危險(xiǎn)性分析，得到了各烈度地震的發(fā)生概率及其概率分布函數(shù)，在此基礎(chǔ)上，分別采用最大響應(yīng)和首超破壞理論計(jì)算了隧道在設(shè)計(jì)基準(zhǔn)期內(nèi)的安全概率和失效概率。 - 4 . the seismic dynamic reliabilities of the nanjing changjiang tunnel were analyzed, and its dynamic reliable and disable probabilities under the 7 degree earthquake were obtained, by using the maximum stochastic responses and the first overstress mechanism . in the other hand, the probability of serious seismic intensity and its probability distribution function were calculated by analyzing the seismic degree, and the seismic dynamic reliable and disable probabilities of the tunnel in its design reference period were calculated by using the maximum stochastic responses and the first overstress mechanism
4采用最大隨機(jī)地震響應(yīng)和首超破壞理論分析了隧道抗震動(dòng)力可靠度，得到了隧道在七度地震作用下的地震動(dòng)力可靠概率和失效概率；并通過(guò)對(duì)南京長(zhǎng)江隧址的地震危險(xiǎn)性分析，得到了各烈度地震的發(fā)生概率及其概率分布函數(shù)，在此基礎(chǔ)上，分別采用最大響應(yīng)和首超破壞理論計(jì)算了隧道在設(shè)計(jì)基準(zhǔn)期內(nèi)的安全概率和失效概率。