rigid model造句
例句與造句
- Therefore a complete rigid model is then presented in this paper , along with its theoretical limitation and suitable application terms
筆者導(dǎo)出的完整剛性數(shù)學(xué)模型，彌補(bǔ)了簡(jiǎn)化模型的不足，同時(shí)指出了剛性模型的理論缺陷和適用條件。 - Based on the data of wind pressure gotten from the wind tunnel test on rigid model , the mean wind pressures and fluctuating wind pressures on the long - span combined structure are studied
根據(jù)杭州大劇院剛性模型風(fēng)洞試驗(yàn)的風(fēng)壓數(shù)據(jù)，對(duì)大跨橢球面屋蓋和圓錐面幕墻表面平均風(fēng)壓和脈動(dòng)風(fēng)壓進(jìn)行了研究。 - Based on wind tunnel tests , wind pressure distributions on cylindrical shells with different aspect ratios were measured simultaneously in wind tunnel with rigid models under different terrain types and attack angles
摘要基于剛性模型的風(fēng)洞試驗(yàn)，在不同風(fēng)攻角及場(chǎng)地條件下，對(duì)考慮不同長(zhǎng)跨比的柱面殼體表面風(fēng)壓分布進(jìn)行了同步測(cè)量。 - In this paper , we modify the model , which is built by others , of human - board system of springboard diving . in the view of biomechanics and biomathematics , we build the simple model with pivot and 4 - rigid model , and make further analysis
本文是在前人已有工作的基礎(chǔ)上，對(duì)已有的模型進(jìn)行了改進(jìn)，運(yùn)用運(yùn)動(dòng)生物力學(xué)和運(yùn)動(dòng)生物數(shù)學(xué)分別建立了帶有支點(diǎn)的簡(jiǎn)單模型和四剛體模型，并對(duì)模型進(jìn)行了更進(jìn)一步的討論和分析。 - The mathematical analysis shows that , with disregarding local head losses and by means of different simplified rigid models , the calculated results of the maximum pressure in a pressurized pipe system containing trapped air mass are equal to and independent of the initial length of the water - column
摘要通過(guò)數(shù)學(xué)分析證明，在不計(jì)局部水頭損失時(shí)，目前常用的幾種簡(jiǎn)化剛性數(shù)學(xué)模型的最大氣壓計(jì)算結(jié)果相等，并與管道內(nèi)初始充水段長(zhǎng)度無(wú)關(guān)。 - It's difficult to find rigid model in a sentence. 用rigid model造句挺難的
- Finally type zoo cmm made in china is taken for example to conduct the non - rigid modeling , so that it has been experimentally verified that the new genetic neural network have faster convergence rate and more accuracy than the current bp neural network
同時(shí)，以國(guó)產(chǎn)zoo型三坐標(biāo)測(cè)量機(jī)為例，進(jìn)行非剛性運(yùn)動(dòng)誤差神經(jīng)網(wǎng)絡(luò)建模的研究。實(shí)驗(yàn)結(jié)果表明：采用本文所提出的遺傳神經(jīng)網(wǎng)絡(luò)建立的誤差模型比普通bp訓(xùn)練算法具有更快的收斂速度和更高的預(yù)測(cè)精度。 - Mean shape factor and rms shape factor distributed on the roof of the structure with b exposure are measured . based on using of a multi - point high - speed pressure scanning system on rigid model , wind - induced dynamic responses are discussed by the method of power spectrum analysis
分析了在b類地貌類型下風(fēng)荷載的分布特性，并根據(jù)剛性模型同步測(cè)壓技術(shù)以及屋蓋結(jié)構(gòu)風(fēng)致響應(yīng)的譜分析方法，分析討論了結(jié)構(gòu)動(dòng)態(tài)響應(yīng)，并討論了結(jié)構(gòu)前幾階模態(tài)對(duì)系統(tǒng)響應(yīng)貢獻(xiàn)。 - Based on wind tunnel test and theoretical analysis , the vibration mechanism , vibration shape , dynamic response and equivalent wind load factor of the long - span grid roof of taizhou stadium subjected to wind excitation are analyzed systematically in this dissertation , and some valuable results are obtained . in the matter of wind tunnel tests , the distribution rules of roof under various wind directions are obtained through the data got from the wind tunnel tests for rigid model of long - span grid roof of taizhou stadium
在風(fēng)洞試驗(yàn)方面，通過(guò)對(duì)臺(tái)州體育中心屋蓋剛性模型在模擬大氣邊界層風(fēng)洞中進(jìn)行的不同風(fēng)向角下的風(fēng)洞試驗(yàn)所得數(shù)據(jù)的研究，獲得了結(jié)構(gòu)在各種情況下的屋面風(fēng)壓分布規(guī)律，并且繪制了臺(tái)州體育中心屋蓋在各個(gè)風(fēng)向角下的屋蓋平均風(fēng)壓系數(shù)和脈動(dòng)風(fēng)壓系數(shù)分布等值線圖。 - The closed and rigid model and the nature of suppressing humans , had not showed obviously owing to certain reasons and even they had executed irresponsible function for the development of education before the modern times , while , the un - human characteristics originated from the simplifled education carne to the highiy - lit stage from behind the curtain and has gone the extremity gradually following the societal rationalism in the modern times
近代以前，由于種種原因，其封閉、僵化的存在方式、壓制人性的特性并沒(méi)有明顯地表現(xiàn)出來(lái)并發(fā)揮了其不容替代的作用。但是，到了近代，伴之于社會(huì)的理性化，這種教育所表現(xiàn)的非人化特性由其潛在轉(zhuǎn)向現(xiàn)實(shí)并日益極致化。 - Abstract : this paper makes an analysis of natural frequency about the 3 - d plie groups - plie cap - pier . its computation pattern not only gives an analysis to the 3 - d pile groups - pile cap - pier as a whole , but also considers the internal mutual actions between piles and soil , what " s more , it simplifies the rigid model of pile cap in the dynamic analysis , providing basis for the study of the aseismic safety analysis to the whole bridge
文摘:提出了三維群樁-承臺(tái)-墩的一種自振特性分析方法，其計(jì)算模型不但將群樁-承臺(tái)-墩作為三維的整體結(jié)構(gòu)來(lái)分析，而且考慮了樁-土的相互作用，同時(shí)簡(jiǎn)化了動(dòng)力分析中承臺(tái)的剛性模型，為全橋結(jié)構(gòu)的整體抗震安全性研究打下了基礎(chǔ)。 - Pedestrian level wind concerns are also addressed , in this paper , the wind pressure distribution on the surface of yingli building in chongqing is introduced . a wind tunnel test of yingli building rigid model is investigated in beijing university environment wind tunnel laboratory
并以興建于重慶市的重慶英利大廈為對(duì)象,在北京大學(xué)環(huán)境學(xué)院環(huán)境風(fēng)洞實(shí)驗(yàn)室進(jìn)行風(fēng)洞試驗(yàn),系統(tǒng)地研究了該建筑外表面平均風(fēng)壓分布和脈動(dòng)風(fēng)壓分布特性,給出了可用于設(shè)計(jì)的風(fēng)荷載值,以確保大樓的安全性與穩(wěn)定性。