load stage造句
例句與造句
- Method is called at the end of the page load stage
方法在頁加載階段結束時調用。 - Initialization stage and before the load stage
初始化階段結束但加載階段尚未開始時發(fā)生。 - Event at the end of the page load stage
在頁加載階段結束時引發(fā) - Occurs at the end of the load stage of the page s life cycle
在頁生命周期的加載階段結束時發(fā)生。從 - Validation information is not available during a page s initialization or load stage
驗證信息在頁的初始化或加載階段不可用。 - It's difficult to find load stage in a sentence. 用load stage造句挺難的
- The original load stages between 2 and 50 kn have now been extended up to 500 kn
原有的2至50kn的負載級別目前已經擴大到了最大500kn 。 - According to the loading characteristics of bonded post - tensioned prestressed concrete frames , a program is worked out to perform a nonlinear finite element analysis for the static staff in both the stretching wire stage and the loading stage
摘要根據(jù)后張有粘結預應力混凝土框架結構的受力特點，編制了適用于預應力建立和施加外荷載兩個階段的靜力桿件非線性有限元分析程序。 - In the paper , nonlinear finite element method ( fem ) analysis of multi - planar joints of steel tubular members has been realized by ansys software . it traces the whole process of stress - strain of total loading stages , and the ultimate bearing capacity of the joints is gained
本文利用ansys有限元程序實現(xiàn)了對鋼管相貫節(jié)點的彈塑性非線性分析，跟蹤結構在整個加載階段各點的應力、應變變化過程，求出了節(jié)點的極限承載力。 - This thesis mainly researches second - prestressing precast slabs , it is important to study its one - way slab floor ' s ability in use . specific content include : imitate construction load lab , through this method to analyze the precast slabs " properties in the first stage in burden load . one - way precast slabs " lab , analyes one - way precast slabs sandwich s ability in second burden load stage
具體的研究內容有：模擬施工荷載試驗，即對裝配整式夾層板第一受力階段進行研究；單向裝配整體式結構的第二受力階段的性能進行研究，并分析了二次張拉預應力筋所引起的結構的變形和應變與計算結果進行對比。 - That is the identification of material parameter is done through the true deformation increment in the loading stage before , loading increment , and the stress state by artificial neural networks , after this , we can get loading increment for the next deformation stage by the artificial neural networks trained by stress stage , target deformation increment and the identified m value
即首先根據(jù)上一步加載材料的實際應變增量、所加應力增量以及材料所在的應力狀態(tài)識別出材料物性參數(shù)m值，然后再根據(jù)材料加載后的應力狀態(tài)、目標應變增量以及識別所得m值，由訓練好的識別應力增量的人工神經網(wǎng)絡產生應加的載荷增量。 - Five different structures are described : standard transformer coupling , parafeed , resistively loaded stage capacitively coupled to the output transformer , tube ( valve ) based constant current source load capacitively coupled to the output transformer , and solid state ( mos fet ) constant current source load capacitively coupled to the output transformer
我們將討論五種不同的方式：標準變壓器耦合；旁饋耦合；電阻性負載電容性耦合至輸出變壓器；膽恒流源負載電容性耦合至輸出變壓器；以及晶體管恒流源負載電容性耦合至輸出變壓器。 - Based on the nonlinear behavior of concrete , the change feature of the element stiffness matrix and the method of grade stiffness degeneration for crack columns under various load are presented , and the methods of calculation and nonlinear analysis on the section stress of reinforced concretes under different load stage are discussed . the numeral simulation of structure defection diagnosis and nonlinear analysis of space structure to one reinforced concretes bridge is achieved
基于此，本文著重考慮了混凝土的非線性性質，研究了不同受力構件在開裂后單元剛度變化規(guī)律及分級剛度退化計算方法，討論了不同工作階段鋼筋混凝土結構截面應力計算和非線性分析方法，并結合某實橋進行了結構損傷診斷的數(shù)值模擬和空間結構的非線性理論分析計算。