卸載法 的英文怎麼說
中文拼音 [xièzǎifǎ]
卸載法
英文
relaxation method-
Half - hourly measurements of co 2, water vapor, and energy exchange using the eddy covariance technique from walker branch watershed, tennessee, 1995 - 1998, http : cdiac. esd. ornl. gov ftp ameriflux data us - sites walker - branch
對合成數據集和真實數據集的全面測試表明，本文提出的卸載策略的性能均好於現有其它方法。Note : this hotfix cannot be uninstalled
注意：此修補程序無法卸載。This hotfix cannot be uninstalled
此修補程序無法卸載。Base on the practices, it was concluded that the " time - space effects " excavation method combining with the ground reinforcement could be employed to control the deflection in deep foundation pits under the top - down construction condition, and consequently to protect the neighboring facilities
在工程實踐的基礎上提出結合坑內土體加固採用時空效應法的開挖技術是逆作開挖條件下控制深基坑卸載變形，保護周邊環境和設施的有效方法。In any situation whatsoever and wheresoever occurring and whether existing or anticipated before commencement of or during the voyage, which in the judgment of the carrier or the master is likely to give rise to risk of capture, seizure, detention, damage, delay or disadvantage to or loss of the ship or any part of her cargo, or to make it unsafe, imprudent, or unlawful for any reason to commence or proceed on or continue the voyage or to enter or discharge the goods at the port of discharge, or to give rise to delay or difficulty in arriving, discharging at or leaving the port of discharge or the usual or agreed place of discharge in such port, the carrier may before loading or before the commencement of the voyage, require the shipper or other person entitled thereto to take delivery of the goods at port of shipment and upon failure to do so, may warehouse the goods at the risk and expense of the goods ； or the carrier or the master, whether or not proceeding toward or entering or attempting to enter the port of discharge or reaching or attempting to reach the usual place of discharge therein or attempting to discharge the goods there, may discharge the goods into depot, lazaretto, craft, or other place ; or the ship may proceed or return, directly or indirectly, to or stop at any port or place whatsoever as the master or the carrier may consider safe or advisable under the circumstances, and discharge the goods, or any part thereof, at any such port or place ; or the carrier or the master may retain the cargo on board until the return trip or until such time as the carrier or the master thinks advisable and discharge the goods at any place whatsoever as herein provided ； or the carrier or the master may discharge and forward the goods by any means, rail, water, land, or air at the risk and expense of the goods
四、不論任何地方任何情況，不論是在開航前或航程中存在或預料到的，只要承運人或船長認為可能有導致捕獲、扣押、沒收、損害、延誤或對船舶或其貨物不利或產生滅失，或致使起航或續航或進港或在卸貨港卸貨不安全、不適當、或非法，或致使延誤或難于抵達、卸載或離開卸貨港或該港通常或約定的卸貨地，承運人可在裝貨或開航前要求發貨人或與貨物權利有關的其他人在裝貨港口提回貨物，如要求不果，可倉儲貨物，風險和費用算在貨主頭上；承運人或船長，不論是續航至或進入或企圖進入卸貨港，或抵達或企圖抵達港口通常的卸貨地，或企圖在此卸貨，也可將貨物卸在倉庫、檢疫站、駁船，或其他地方；船舶也可續航或回航，直接或間接地，抵達或停留在船長或承運人在此情況認為安全或適當的任何港口或地點，全部或部分將貨物卸在此港口或地點；承運人或船長也可將貨物留在船上，直到回航或直到承運人或船長認為適當時將貨物卸到本合同所規定的任何地方；承運人或船長也可卸貨並將貨物用任何交通工具，經鐵路、水路、陸路、或空運轉運貨物，風險和費用算在貨主頭上。But most oil terminals are not satisfactory for those large carriers to berth and handle due to the different restrictions in the harbors. it is extremely important to do some study on how to safely handle oil outside harbors, which could increase the oil output and serve the rapidly - increasing regional economy
而我國油港泊位的水域條件都難以滿足大型油輪滿載直接靠泊油碼頭進行貨油裝卸的操作要求，因此，研究探討現代大型油輪在港外深水水域進行卸載、減載的安全操作方法是確保石油進出口量滿足現代化大生產需要和提高港口吞吐量的關鍵。Cutting, notching, mitring, welding, fabricating, drilling, delivery, unloading, handing, assembling, hoisting, fitting and fixing in position, bedding, filling in solid and pointing including necessary lugs or other attachments
切割、開槽、法冠接、焊接、製造、鉆孔、交貨、卸載、處理、裝配、提升、原位裝置和固定，打底、固后填充以及勾縫，包括必需的拖線片或其它附件。According to the characters of shimadzu electro hydraulic servo controlled fatigue testing machine and ct specimen, put forward a method based on compliance of stroke displacement which reflects the displacement of loading point at first time
本項研究根據島津液壓伺服材料試驗機和ct試樣的特點，首次提出了基於通過測量反映加載點位移的試驗機活塞位移的卸載柔度法來測量裂紋長度。In the simulation and analysis on culvert construction, the method of foundation - pit excavation layer by layer and step by step was used, i. e. the method that makes the surface of excavation have no stress, when the elements were excavated gradually in period of construction. at this process, the state of soil is unloading, the laws of stress field and displacement field with the depth of excavation were studied. based on the obtained stress field and displacement field after the excavation was completed, by using of the newly increased filling - elements " gravity and the grinding force, the simulation of the construction of body of the culvert and foundation - pit ' s filling layer by layer had also been done in this dissertation
用有限元法模擬分析涵洞基坑開挖時，採用分層、分步模擬開挖過程的方法，即將計算域內單元分層「挖去」 ，使開挖表面成為無應力表面的方法，分析土體在卸載狀態時的應力場和位移場隨開挖深度的變化規律；在洞體施工后，回填土體時，據開挖完成時的應力場、位移場，通過逐級增加計算域內的單元數目，施加每級新增加單元的自重荷載，利用有限元法模擬基坑及上覆土體分層填築的施工過程，這不僅反映土體處于再加載應力狀態時，填土受力及變形的一般規律，而且這種將地基? ?涵洞? ?土體作為一個統一整體進行模擬的方法，量化了三者之間的相互作用關系。When earth pressures are calculated by the shear strength parameters of cu, the way water - soil calculating separately is best, which should involve the influences of excess pore water pressure through the total stress unloading strength parameters of cu
當採用固結不排水抗剪強度指標計算土壓力時，最好採用水土分算的計算方法，計算時可以通過三軸固結不排水總應力強度指標將超靜孔隙水壓力的影響考慮在其中，但此時最好採用卸載強度指標。The main work of this paper was as fellows : ( 1 ) generalized the development of pre - stressed steel structure in our nation and abroad, and pointed out the main problem in practice ; ( 2 ) presented the mechanism of pre - stressed steel structure and revealed its applicable range ; ( 3 ) established the optimization design model for pre - stressed steel structure, which accounts for constraints on stresses and displacements of structure ; ( 4 ) brought forward the optimization design method, which combined linear programming and the principle of full restriction, through which we can obtain the magnitude of each time pre - stress and the optimized sections of each members of structure ; ( 5 ) analyzed the best times of pre - stress and pointed out that 2 ~ 3 times is preferable ; ( 6 ) conducted optimization design on large - space steel roof, horizontal parallel steel truss with local cables, horizontal parallel steel truss with global cable, and ultra - static steel truss, the result of which indicated that the multiple pre - stress structure is very economic ; ( 7 ) compared different schemes of cable placement for horizontal parallel steel truss, and the results showed that the local cable only unloaded the second girders, but had no response on the first girders and stomach poles, while global cable could unload the second girders and the stomach poles outside of turning point of cable, thus proving that global cable is more economic than local - cable
本文的主要工作是：對國內外預應力鋼結構的發展歷史及現狀作了綜述和總結，指出當前預應力鋼結構工程實踐中存在的主要問題；闡述了預應力鋼結構的受力機理，並指出預應力鋼結構的適用范圍和特點；在考慮結構應力和變位約束的條件下，建立預應力鋼結構優化設計模型；提出多次預應力鋼結構優化設計方法和步驟，採用線性規劃和滿約束準則相結合的優化方法，可優化設計出施加的每一級預應力的大小，並得到結構各部分的優化截面；對多次預應力最佳的施加次數作了分析，並建議以2 3次為宜；為驗證文中理論和方法，分別對大跨多次預應力鋼屋架、局部布索的水平平行弦鋼桁架、整體布索的水平平行弦鋼桁架和局部布索的超靜定鋼桁架等算例進行了優化設計，經濟效益明顯；對水平平行弦鋼桁架的幾種施加預應力的方案進行比較，對于局部布索，預應力只對下弦起到卸載作用，對上弦和腹桿基本不起作用；而整體布索預應力除對下弦卸載外，對索折點以外部分腹桿也起到卸載作用，經濟效益好於局部布索。Full - range of loading to the reinforced concrete columns with reinforced concrete cover during second stage of loading is analyzed by computer - test nonlinear developed in the text, in consideration of the condition that they are not unloaded or partly unloaded. based on the analysis, a simplified method is put forward in the paper to calculate the load capacity of cross - section of axially and eccentrically compressive rc columns with reinforced concrete cover. a theoretical calculation method is given to the practical engineering
本文針對實際工程中經常採用的外包鋼筋混凝土加固鋼筋混凝土柱的加固方法，考慮到實際加固工程是在不卸載或部分卸載情況下進行，利用計算機對外包鋼筋混凝土加固柱二次受力后進行非線性全過程分析，在此基礎上提出外包鋼筋混凝土加固柱軸心受壓和偏心受壓正截面承載力的簡化計算公式，為實際工程中外包鋼筋混凝土加固柱的結構設計提供了理論計算方法。Secondly, the shape of reinforcement area which have a great influence upon the effect is discussed here, effective embedding depth of plastic drain board and the applying conditions for prefabricated drain preloading method are researched. combined with practice project, a new unloading criterion is proposed
（ ）根據實測資料，討論了加固區形狀對加固效果的影響；對塑料板排水預壓法適用的場地、土質條件以及塑料排水板的有效打設深度進行了探討；提出了該法卸載條件的計算方法，並結合實踐工程進行了驗證。That is, the partially penetrating sand drain ground is viewed as the double - layered ground, and its consolidation is analyzed with 1 - d consolidation theory, through the transformation from 3 - d consolidation to 1 - d consolidation in the region of sand drain. this can overcome the disadvantage that the excess pore water is discontinuous between the region of sand drain and under - lying soft layer. to the double - layered ground, based on the consolidation mechanism under surcharge, the excess pore water pressure calculation formula is deduced under the condition of multilevel equably loading or unloading, which perfects the consolidation theory
然後，在充分考慮豎井區井阻、塗抹作用以及土體結構損傷破壞對固結影響的基礎上，將未打穿豎井地基合理地轉化為雙層地基，按一維固結理論計算，克服了傳統固結計算方法在豎井處理區與下臥層交界面處存在孔壓間斷的缺點；在此基礎上，從超載預壓法的基本原理出發，分析了雙層地基超載預壓固結、沉降機理，推導了多級等速加、卸載情況下雙層地基的固結計算公式，進一步完善了雙層地基固結理論。Design method of moment - strengthening on tension side when load un - removed
非卸載條件下受拉區加固梁的抗彎設計法The increment - iteration solution strategy is adopted in the nonlinear finite element analysis. arc - length method and the incremental plastic reversibility procedure are used to find the complete load - deflection curve and deal with elastic unloading occurring in elasto - plastic analysis
有限元分析中採用增量?迭代方法，結合弧長法和塑性增量可逆的假定，可以計算出完整的荷載位移曲線，並考慮彈塑性問題中可能出現的彈性卸載問題。Calling this method does not unload satellite assemblies
調用此方法不卸載附屬程序集。The strengthening by prestressing may resolve the above - mentioned problems. in this way, unloading and strengthening can be achieved synchronously and strain lagging can be cleared up partly or fully
預應力法加固可以使上述問題得到較好解決，它可以實現卸載和加固同步進行，部分或全部消除二次受力所引起的應變滯后現象。The test data demonstrate that the column strengthening by the prestressing force can be removed load and strengthened synchronously and the lagging of strain of the new parts compared that of the old can be cleared up when twice - loaded. the bearing capacity of whole construction is increased remarkably and the material of both the new parts and the old reach ultimate states
通過試驗數據分析可見，預應力法加固軸心受壓構件可以達到加固與卸載同步進行，使新加部分在二次受力相對于原混凝土的應變滯后現象得到較好的消除，加固后組合構件整體承載力得到顯著提高，新加部分與原構件材料的承載潛力可以達到最大的發揮。Delegate does not identify the domain that is being unloaded
委託將無法識別正在卸載的域。分享友人