延滯因素 的英文怎麼說
中文拼音 [yánzhìyīnsù]
延滯因素
英文
retarding factor-
First, we consider a dynamic input - output model with deterministic consumption vector s ( t ), random consumption coefficient matrix and random investment coefficient matrix which the time lag is one
首先，對時滯為1的動態投入產出模型，將隨機因素、消費向量考慮進去，研究時滯為1且帶確定性消費的前向延遲型隨機動態投入產出模型Secondly, by low - cycle and reverse horizontal loading test, their properties including strength property, deformation property and energy property are studied. we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation. at last we analyze the destroy principle and affection reasons of hollow shear wall of r. c with vertical seams in different height and loading measures, we also give the bearing capability calculation formulas and design advises for new type hollow shear wall of r. c
首先運用ansys有限元程序分析彈性階段水平外荷載施加后，帶豎縫鋼筋砼空心剪力墻板內應力分佈及變形情況，再在試驗數據的基礎上，研究低周反復水平加載條件下，各試件的強度、變形、能量特性；各試件的荷載特徵值；各試件的滯回曲線、骨架曲線；延性及剛度退化等參數；最後，分析了不同剪跨比和加載條件的帶豎縫鋼筋砼空心剪力墻板的破壞機理和承載力影響因素，並給出不同剪跨比和加載條件的帶豎縫鋼筋砼空心剪力墻板承載力計算公式及設計建議。In order to study the main effected factors of the aseismic performance of concrete dampers, experiment of dampers in forms of concrete ductile columns was conducted subjected to low cyclic loading, the damage pattern, hysteresis behavior, ductility factor and equivalent viscous damper factor of the dampers were obtained
摘要為考察混凝土延性柱耗能器抗震性能的主要影響因素，通過對多根延性柱耗能器的低周反復荷載試驗，得到其破壞形態、滯回特性、延性系數、等效黏滯阻尼系數等參數。Embed equation. dsmt4 further agree that you or your agents are not responsible for any errors or delays in transmission or interpretation of said letter of credit or for the loss or non - arrival of part or of all the aforesaid documents, or the quality, quantity or value or the merchandise represented by same, or for any loss or damage which may happen to said merchandise, whether during its transit by sea or land or after its arrival or by reason of the non - insurance or insufficient insurance thereof or by whatever cause or for the stoppage, or detention thereof by the shipper or any party whomsoever, engaging embed equation. dsmt4 duly to accept and pay such dafts in all like instances
四、本信用狀之傳遞錯誤、或遲延、或其解釋上之錯誤、及關于上述單據所載貨物、或貨物之品質或數量或價值等之全部或一部份滅失或遲遞或未經抵達交貨地，以及貨物無論因在海面或陸上運輸中或運抵后或未經保險或保額不足或因承辦商或任何第三者之阻滯或扣留及其他因素等各情，以致喪失或損害時，均與貴行或貴行之代理行無涉，且在以上任何情形之下該匯票仍應由本申請人兌付。I / we further agree that you or your agents are not responsible for any errors or delays in transmission or interpretation of this documentary credit or for the oloss or non - arrival of part or of all the aforesaid documents, or the quality, quantity or value of the merchandise represented by same, or for any loss or damage which may happen to said merchandise, whether during its transit by sea or land or after its arrival or by reason of the non - insurance or insufficient insurance thereof or by whatever cause or for the stoppage, or detention thereof by the shipper or any party whomsoever, engaging myself / ourselves duly to accept and pay in all like instances
本信用狀之傳遞錯誤、或遲延、或解釋上之錯誤、及關于上述單據所載貨物、或貨物之品質或數量或價值等之有全部或一部份減失或遲遞或因未經抵達交貨地，以及貨物無論因海面或陸上運輸中或運抵后或未經保險或保額不足或因承辦商或任何第三者之阻滯或扣留及其他因素等各情形，以致喪失或損害時，均與貴行或貴行之代理行無? ，且在以上任何情形之下仍應由申請人照付。3. the action of main affected factors, such as axial force, shear - span ratio, transverse reinforcement amount and so on, are described in detail to study the shear behavior and mechanism of columns under cyclic load. 4. the shear contribution of concrete and transverse reinforcement as to the increasing of columns * displacement ductility level is also investigated
詳細地分析了位移延性、循環次數以及剪跨比、軸壓比及配箍特徵值等因素對框架柱構件骨架曲線、荷載退化曲線、剛度退化曲線及構件滯回性能等的影響，得出了反復荷載下框架柱塑性鉸區域剪切受力性能的眾多試驗研究結果。分享友人