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  • 例句與用法
  • At the same time , monitored data in situ can be considered as dynamic serials related to time , and a dynamic back analysis method is tried to determine the seepage and mechanical parameters in fem analysis of the dynamic couple problem . on the basis of the above theories , universal computer codes are developed separately to deal with the static and dynamic parameter inverse problem . and a typical fractured rock slope case study is carried out
    基于以上的研究理論,本文編制了滲流場與應(yīng)力場靜態(tài)、動(dòng)態(tài)耦合三維有限元分析程序,并結(jié)合本文提出的混合遺傳算法編制了相應(yīng)的參數(shù)反演分析程序;典型裂隙岸坡工程算例驗(yàn)證了以上程序的正確性。
  • As an internet company , we should not only abide by laws and regulations , but also enhance the professional ethics of internet industry , and try to protect the interest of our nation and the whole industry . we should abide by the various regulations of the pledge and work together to guard national security , protect internet intellectual property , promote internet ethics , prevent the dissemination of vicious computer codes and destructive programs , service the enterprises and promote industrial cooperation and communication
    作為從事互聯(lián)網(wǎng)行業(yè)的單位和工作人員,已不能滿足僅僅自己遵紀(jì)守法的低標(biāo)準(zhǔn)要求,我們還要從維護(hù)國家和全行業(yè)整體利益的高度出發(fā),不斷加強(qiáng)互聯(lián)網(wǎng)行業(yè)的職業(yè)道德建設(shè),以身作則,自覺遵循公約的各項(xiàng)規(guī)則,與廣大互聯(lián)網(wǎng)從業(yè)單位和人員一道,在維護(hù)國家安全網(wǎng)絡(luò)知識產(chǎn)權(quán)保護(hù)網(wǎng)絡(luò)道德意識防范計(jì)算機(jī)惡意代碼或破壞性程序在互聯(lián)網(wǎng)上的傳播服務(wù)企業(yè)行業(yè)協(xié)作交流等方面一起努力。
  • Analytical solution was obtained for one - dimensional large - strain and non - linear consolidation of single - layered soil under time - dependent loading on the basis of some simplifications . meanwhile , semi - analytical method was proposed for solving more complicated consolidation problem and corresponding computer code was developed for one - dimensional large - strain consolidation analyses , in which , complicated factors such as selfweight , non - linear and rheological properties of soft soils can be all taken into consideration . the correctness of the method and that of the code were verificated through comparing the results with those obtained from available analytical solutions
    然后根據(jù)離散和解析相結(jié)合的原則,利用已有的成層地基一維線彈性固結(jié)解析解,建立了能求解復(fù)雜一維固結(jié)問題的半解析方法,編制了相應(yīng)的能綜合考慮土的非線性、流變、成層性、自重以及變荷載等復(fù)雜因素的軟粘土一維大應(yīng)變固結(jié)計(jì)算程序,并通過與已有各種解析解的比較對半解析法及其程序的正確性和有效性進(jìn)行了驗(yàn)證。
  • To verify our computer code , we compute the added mass of a cylinder in the infinite domain and the semi - infinite domain as well as the inner one of two concentric cylinders , respectively . computational results match the analytical solutions quite well and we obtain certain valuable conclusions about added mass in different situations
    為驗(yàn)證程序的正確性,本文分別對單圓柱體在無限域和半無限域中運(yùn)動(dòng)的附加質(zhì)量及雙圓柱體同心放置時(shí)內(nèi)圓柱運(yùn)動(dòng)的附加質(zhì)量分別進(jìn)行了計(jì)算,計(jì)算值與理論值吻合很好;本文通過計(jì)算船在不同尺寸的船廂中運(yùn)動(dòng)的附加質(zhì)量得出,隨下列條件的改變: 1
  • On the basis of the primary concepts of thermal conduction and thermal physical property of concrete material , the causes resulting in temperature stress of the concrete structures are analyzed , a compute model for the temperature stress of concrete structures is set up by using the finite element theory , the principles to check of the structure are also given up . employing vc computer code and fortran computer code , a programmer on simulating concrete temperature crack is compiled , then a concrete beam with the temperature load is analyzed
    本文從混凝土結(jié)構(gòu)的物理性能和熱傳導(dǎo)的基本概念出發(fā),討論了混凝土結(jié)構(gòu)產(chǎn)生溫度應(yīng)力的原因,應(yīng)用有限元理論,建立混凝土結(jié)構(gòu)溫度應(yīng)力的計(jì)算模型,提出了混凝土結(jié)構(gòu)開裂的判劇,并用vc和fortran語言,編制了混凝土溫度裂縫仿真程序,分析了混凝土梁在考慮溫差荷載作用下的應(yīng)力情況。
  • Visual modflow computer code was selected to simulate heads distribution , calculate the zone budgets of the area , evaluate the effect of external stresses on the groundwater head , to determine how much water would be diverted from the river as the result of pumping and to demonstrate how the groundwater model can be used as a comparative technique to formulate a new approach for the quantitative groundwater vulnerability assessment in order to optimize utilization of the resource
    在分析河床沉積物滲透性對模型結(jié)果的影響時(shí),采用了實(shí)際野外水文地質(zhì)條件而不像前人所采用的假想模型。本論文用visualmodflow建立數(shù)值模型模擬預(yù)測了地下水水頭分布,計(jì)算區(qū)域的水均衡,分析源匯項(xiàng)對地下水水位的影響。在此基礎(chǔ)上進(jìn)行了全區(qū)的地下水脆弱性評價(jià),為地下水資源的合理開發(fā)利用提供依據(jù)。
  • It is presented that the theory and the manufacturing technology of such analog phase shifter , which are made from conventional 3db quadrature hybrids coupler with two identical varactor - diode networks to provide a shifted phase that varies continuously with biased dc voltage . several analog phase shifters have been made for different operating frequencies . each phase shifter has phase range more than 180 , return loss better than - 20db , insertion loss 4 . 8db including 3db attenuator , transmission difference less than0 . 075 db . computer code phases . bas can present the referenced component values
    介紹了利用鐵氧體磁環(huán)制作窄帶3db耦合器的原理和方法,詳細(xì)分析了利用此耦合器設(shè)計(jì)制作模擬壓控移相器的理論和制作技巧,以及所制作的多種頻率的壓控移相器的測試技術(shù)指標(biāo)和實(shí)際運(yùn)行情況。
  • 2 . a relevant formula of eight - node adhesive finite element is deduced in the paper , which is based on a separately interpolation scheme for reissner - mindlin plate element . a load capability analysis method for patched composite laminated structure is established by using tsai - hill failure criterion and thai ' s reduced stiffness scheme , and corresponding computer code is also developed
    在任意四邊形四節(jié)點(diǎn)復(fù)合材料層合板殼單元的基礎(chǔ)上,推導(dǎo)了相應(yīng)的八節(jié)點(diǎn)膠單元,并采用蔡-希爾強(qiáng)度理論以及蔡氏剛度退化準(zhǔn)則,對復(fù)合材料層合板膠接補(bǔ)強(qiáng)結(jié)構(gòu)進(jìn)行剛度分析和極限承載能力分析,編制了相應(yīng)的有限元分析程序。
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