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TranslationMobile

彈性支撐
彈性支承
彈性支座
彈性軸承

"elastic" in Chinese : adj. 1.有彈力[彈性]的。 2.伸縮自如的，靈活的 ...
"bearing" in Chinese : n. 1.忍耐，忍受。 2.態(tài)度，舉止，風(fēng)采，姿態(tài)。 3 ...
"elastic side bearing" in Chinese : 彈性旁承
"elastic sleeve bearing" in Chinese : 彈性套筒軸承
"elastic" in Chinese : adj. 1.有彈力[彈性]的。 2.伸縮自如的，靈活的。 3.機(jī)變的，輕快 ...
"bearing" in Chinese : n. 1.忍耐，忍受。 2.態(tài)度，舉止，風(fēng)采，姿態(tài)。 3.關(guān)系，影響，方面， ...
"bearing in" in Chinese : 掏槽深度
"elastic elastic cartilage" in Chinese : 彈性纖維軟骨
"collision, elastic" in Chinese : 彈性碰撞
"completely elastic" in Chinese : 離想彈性的; 完善彈性的
"constant, elastic" in Chinese : 彈性常數(shù)
"elastic absorption" in Chinese : 彈性吸收
"elastic abutment" in Chinese : 彈性供座; 彈性拱座
"elastic aftereffect" in Chinese : 彈性后效
"elastic afterworking" in Chinese : 彈性后效; 彈性馀效

Examples

A dynamic interaction schematic of an end bearing or elastic bearing pile with arbitrary force at pile top is founded . by using helmholtz resolution and the operator decomposition method , biot ' s equations governing motions of a porous solid saturated with interstitial fluid are decoupled
建立飽和土中端承樁和摩擦樁在任意激振力作用下的理論模型，利用位移勢函數(shù)及微分算子分解方法，得到飽和土層biot動力固結(jié)方程的分離變量解。
The dissertation discusses some theories of computation including the unit stiff matrix of the spatial member in the local coordinates ， the coordinate transformation , the integration of the integer stiff matrix ， the equivalent joint load ， the introduction of the boundary condition ， the computation of the unit internal force and support reaction ， the stableness of the spatial stiff frame . the dissertation also discusses the methods of dealing with several unusual problems such as combined structure , temperature stress ， elastic bearing
本文論述了空間桿件局部坐標(biāo)單元剛度矩陣、坐標(biāo)轉(zhuǎn)換、整體剛度矩陣的集成、等效結(jié)點(diǎn)荷載、邊界條件的引入、單元內(nèi)力與支座反力計算、空間剛架穩(wěn)定的計算理論，以及組合結(jié)構(gòu)、溫度內(nèi)力、彈性支承等幾個特殊問題的處理方法。
Finally , dynamic compliances of a pile with variable impedance embedded in layered saturated soil are studied . a simplified layered model is put forward on the basis of the single layer elastic bearing model . by using the same method , analytical solutions in frequency domain hence semi - analytical solutions in time domain representing the dynamic responses at pile head are obtained
基于土層層問相互作用，提出了飽和成層土中任意變阻抗樁的縱向振動問題簡化層間模型，利用單層土中提出的解析方法，基于這一簡化層間模型，求得飽和成層土中任意段變阻抗樁的樁頂頻域解析解和時域響應(yīng)半解析解，并論證了模型的合理性。