rigid steel造句
例句與造句
- Extra heavy - duty electrical rigid steel conduits
電氣裝置用特重型剛性布線鋼管 - Rigid steel wire cables . construction . dimensions and loads
硬鋼絲繩.結(jié)構(gòu).尺寸和載荷 - Rech . rigid steel wire cables for aerospace industry .
航空業(yè)硬質(zhì)鋼鋼索 - Extra - heavy duty rigid steel conduits for electrical installations
電氣安裝用超重荷型剛性鋼導(dǎo)管 - Gcr rigid steel conduit - zinc coated
鍍鋅剛性鋼導(dǎo)管 - It's difficult to find rigid steel in a sentence. 用rigid steel造句挺難的
- Calculation of moment resistance of semi - rigid steel - concrete composite joints
混凝土組合節(jié)點受彎承載力的計算 - Rigid steel conduits
硬布線鋼管 - Rigid steel conduit
鋼制電纜管 - Rigid steel conduit
鋼制電線管 - Plastic design method of the moment resistance of semi - rigid steel - concrete endplate composite joints
混凝土組合節(jié)點受彎承載力塑性計算方法 - And some practical - approximate methods for elastic analysis of semi - rigid steel frame are presented
這正說明了在分析框架時，計入連接的柔性的必要性。 - According to comparison between rigid steel frame and semi - rigid steel frame , lateral displacements and rotations of joints of semi - rigid frame are more than that of rigid frame
通過對剛接鋼框架和半剛性連接鋼框架的比較分析，可以看到半剛性連接鋼框架的水平位移較剛性框架有所增大，且結(jié)點轉(zhuǎn)角增大。 - In this paper , we analyzed effects induced by the geometric nonlinear on the rigid steel - frame and the semi - rigid steel - frame , by use of the theory of beam - column and the theory of big - displacement & small - transfiguration . we also discussed the difference between the rigid steel - frame and semi - rigid steel - frame
因而，本文亦將按大位移-小應(yīng)變理論來分析幾何非線性分析對剛性平面鋼框架及半剛性平面鋼框架的影響，并它們的差異進行有益的探討。 - Based on the current nonlinear analysis and calculation methods and beam - column element model of frame as well as the principle of functional minimum potential energy , the nonlinear element stiffness matrixes , which incorporate the effects of geometric nonlinear and end connection flexibility , are derived . as application , a general program of nonlinear analysis for semi - rigid steel frame is drawn up
本文在分析研究國內(nèi)外現(xiàn)行框架結(jié)構(gòu)非線性分析的理論計算方法及其桿件單元模式的基礎(chǔ)上，利用泛函的最小勢能原理，通過考慮連接的柔性和桿件的幾何非線性影響，推導(dǎo)出用于半剛性連接鋼框架二階彈性分析的單元剛度矩陣。 - A calculation method on the energy dissipation of semi - rigid steel frame is presented and it is proved that many factors , such as beam end - fixity , viscous damping , fundamental frequency of steel frame and frequency of excitation , etc . have close relationship with the energy dissipation ability of semi - rigid steel frame
5本文總結(jié)了半剛性連接框架二階彈塑性分析方法和塑性鉸分析方法，提出了半剛性連接框架耗能計算的公式。研究表明，半剛性框架耗能的大小與連接的嵌固程度、結(jié)構(gòu)的阻尼、自振頻率等均有很大的關(guān)系。
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