initial stiffness造句
例句與造句
- analysis and study of the initial stiffness of top-seat angles connections
頂?shù)捉卿撨B接初始剛度的分析和研究 - influence of initial stiffness of contact element on deformation of deep foundation pit in soft soil
接觸元初始剛度系數(shù)對軟土深基坑變形的影響分析 - the relations of m-r, initial stiffness, the yield strength, failure models, ultimate strength, seismic behaviors and characteristic of dissipation of energy were gained in this test
通過試驗得到了各種連接在循環(huán)荷載作用的m-_r關(guān)系、連接初始剛度、連接屈服荷載、破壞形式、破壞荷載、抗震性能和耗能特性。 - the relations of m-r, initial stiffness, the yield strength, failure models, ultimate strength, seismic behaviors and characteristic of dissipation of energy were gained in this test
通過試驗得到了各種連接在循環(huán)荷載作用下的彎矩?轉(zhuǎn)角關(guān)系、連接初始剛度、連接屈服荷載、破壞形式、破壞荷載、抗震性能和耗能特性。 - but results from studis of r . hansan and n . kishi have shown that only when the initial stiffness of connection is more than 105.05 kn-m / rad, the joint is considered as rigid connection, otherwise it should be dealt with semi-rigid connction
但根據(jù)r.hansan和n.kishi等人的研究表明，當螺栓端板連接的初始連接剛度大于10~(5.05)kn-mrad時，這種連接才可以看作是剛性連接，否則就應將其視作半剛性連接。 - It's difficult to find initial stiffness in a sentence. 用initial stiffness造句挺難的
- the present findings of semi-rigid connections, the method for design of beam-to-column connections in the codes from china and other countries, and the character about semi-rigid connections, were briefly introduced in this paper . the simulated method of the m-r relation curve of semi-rigid connections, the computing equations about the initial stiffness and moment capacities of two kinds of top-seat angle connections, with and without double web-angle, were discussed
本文簡要地介紹了半剛性節(jié)點的研究現(xiàn)狀、各國規(guī)范梁柱連接的設計計算內(nèi)容和方法、梁柱連接的類型和半剛性連接的特性，探討了頂、底角鋼、頂、底角鋼帶雙腹板角鋼兩種半剛性連接的m-_r特征曲線及其擬合方法，頂?shù)捉卿撨B接、帶雙腹板頂?shù)捉卿撨B接初始剛度以及彎矩承載力的計算公式。 - based on the results, the eccentrically braced frame has the advantage of higher initial stiffness, load-bearing and energy consume ability . through the limit state analysis principle, the limit load was calculated by assuming the same destroy pattern of braced frame as that in the experiment . comparing the theory limit load with the measured, a good agreement was founded . it shows that the limit state analysis is really a practicable way analysed the reinforced concrete frame braced with eccentric steel
應用極限分析中的極值原理對偏心角鋼支撐鋼筋砼框架進行極限分析時，首先擬定與試驗結(jié)果相一致的結(jié)構(gòu)倒塌破壞模式，然后根據(jù)虛功原理建立了結(jié)構(gòu)在極限狀態(tài)時極限承載力的計算公式，從所求的權(quán)限荷載的理論值與實測值的比較來看，理論計算值與試驗的實測值基本吻合，這說明利用本文擬定的結(jié)構(gòu)破壞模式對偏心角鋼支撐框架結(jié)構(gòu)進行極限分析是一條可行的途徑。 - the component methodintroduced in eurocode3 are adopted mainly to analyse the behaviour of the joints . thebending bearing capacity and initial stiffness of connections are obtained by calculating andanalysing each component of joint . the calculating result is compared with that of experimentand finite element software ansys, and the comparison result indicates a good agreement . changing the parameter of each component, the effects of each parameter of joint on thebending bearing capacity and initial rotational stiffness of connections are analysed
主要采用歐洲規(guī)范ec3介紹的組件分析方法對節(jié)點性能進行分析研究,通過對各組件的受力性能分析計算得出整個節(jié)點的抗彎承載力及初始轉(zhuǎn)動剛度,并將計算結(jié)果與試驗結(jié)果及通用有限元分析軟件ansys的分析結(jié)果進行了對比分析,計算結(jié)果與試驗結(jié)果及有限元分析結(jié)果吻合較好。 - so this paper includes some titles, such as : l . on the base of comparatively analysis about various design method to beam-to-column connections, some modified computing equations about the initial stiffness and ultimate moment capacities are presented, and the main factors influencing upon the behavior of connections are summed up
為此，本文的研究主要有以下幾個方面：1在廣泛分析研究國內(nèi)外現(xiàn)行鋼框架梁柱連接的受力機理的基礎上，綜合并修改了各種連接初始剛度以及彎矩承載力的計算公式。同時還介紹了影響各種連接類型性能的主要因素。