真實剛度 的英文怎麼說

中文拼音 [zhēnshígāng]
真實剛度 英文
true stiffness
  • : Ⅰ形容詞(真實) true; genuine; real Ⅱ副詞1 (的確; 實在) really; truly; indeed 2 (清楚確實) cl...
  • : Ⅰ形容詞1 (內部完全填滿 沒有空隙) solid 2 (真實; 實在) true; real; honest Ⅱ名詞1 (實際; 事實...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 真實 : true; real; authentic
  1. Establishing an human spine dynamic model is an significan event to study spine injured biomechanics of pilot " s ejective injury, parachute opening, landing and study the endurance to impact loading on human spine. in this paper, the huston " s method of kane " s equations is developed so that it can be applied to the multibodysystem including translation between the bodyies. the dynamic model of human spine is provided basing on these theories, while the big movement of spine is considered. the deformation of vetebra is far smaller comparing with the intervetebra disc, so the spine is considered into multibodysystem including rigid bodies ( vetebra ) and the flexible bodies ( intervetebra disc ). the computer solution correspond with the results of the large scale human impact test. the rigid coefficient factors and the damping factor of intervetebra joints are obtained

    人體脊柱動力學模型的建立對研究飛行員彈射救生、傘兵跳傘開傘、著陸等脊柱損傷的生物力學以及研究人體脊柱耐受沖擊載荷的極限問題都具有重要意義.首先發展了凱恩方程的休斯頓方法,使其可應用於變形體連接的多體系統,並以此理論為依據建立人體整椎脊柱沖擊動力學模型,此時考慮脊柱的大位移運動,每個椎骨的變形相對椎間盤的變形小得多,把脊柱看成由體(椎骨)和變形體(椎間盤)組成的多體系統.並以大型人坐姿沖擊驗結果進行了擬合,最後得到腰椎間關節系數因子和阻尼系數因子
  2. Consideration of the additional axial, two angular deformations generated by the bond slipping in anchorage zones of joints, the assumption is made, that the plane section of either end of a member before bond slipping of reinforcements remains afler bond slipping of reinforcements. additional deformations * contribution to stif ? nesses of plastic sub - elements is formed from the boundary nonlinearity of plastic stabelements. the space bond slip relation can truly compute bond slip in anchorage zones, additional def ? rmatinns, and their contribution to the space nonlinearity of a niember, has used iii space nonlinear analysis of columns and spandrel beams in this dissertation

    附加變形對塑性子區域的貢獻,看作是塑性子區域的邊界非線性,建立了構件端部子區域基於構件邊界非線性的鋼筋與砼之間的空間粘結滑移關系,能較地求得錨固區的粘結滑移、附加變形以及他們對構件空間非線性性能的貢獻,並運用於柱、裙梁的空間非線性分析之中。
  3. The life philosophy that just arises internally combines the philosophy study with the social life as it explores the tense relation between the life and the reason from the angle of the genetic theory, so that it realizes the real restoration of philosophy to life essence and its humanity background

    興起的生活哲學,由於從發生學角揭示了生活與理性的緊張關系,把哲學研究與社會生活內在地關聯起來,從而現了哲學對生活本質及其人文背景的正還原。
  4. I pledge life and salvation, that in saying what i have said, you will only speak the simple truth.

    我拿我的生命和上帝的超來保證,你照著我才說的話,其不過是講出最明白不過的相。
  5. Trough comparing the analysis results of two kinds of calculation model, drawing the following conclusion : ( 1 ) this structure - design satisfies the standard ; ( 2 ) in analyzing the complicated high - rise building with transfer - floor, it is very necessary to adopt at least two three - dimension - space analysis procedures with different mechanic model and use the response - spectrum analysis and time - history analysis to analyze the structure earthquake response ; ( 3 ) the calculation model with elastic slab is better than the other with being infinitely rigid in the internal slab and zero in the external slab, which reflects the real load - function situation of the structure

    通過比較兩種分析軟體的計算結果,得出以下結論: ( 1 )本結構設計滿足規范要求。 ( 2 )比較satwe和sap2000分析結果可知,對于復雜的帶轉換層的超高層建築結構應採用至少兩個不同力學模型的三維空間分析軟體進行整體計算以及採用振型分解反應譜法和時程分析法進行地震反應分析是必要的。 ( 3 )在sap2000分析中,將樓板模擬成彈性板,與satwe分析中的樓板平面內無限平面外為零的模擬方式相比,這種模擬方式能更的反應結構的際受力情況。
  6. It considers the subordinate elements as an important part of the master, utilizes sufficiently the re - sheer ability of profiled sheet in the plane. it is not only reflecting the working of structure but also obtain economic benefit. in the passed 20 years, the studies of the stressed skin diaphragm system has obtained much progeny, but its " practical application is very limited

    它把按常規設計的次要受力構件變成主要受力構件的一部分,能充分利用圍護結構在其自身平面的抗剪性能,使圍護結構同時也成為受力結構的重要組成部分,參與整個結構體系的工作,增加結構的整體,不僅能反映結構的際工作性能,還能獲得相當的經濟效益。
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