structural nonlinear中文是什么意思

發(fā)音:

中文翻譯
造句

結構非線性

nonlinear structural behavior 非線性結構性能
nonlinear structural dynamics 非線性結構動力學
nonlinear 非線性的; 非線性俯仰運動; 非直線的; 線性的
structural adj. 構造上的，結構上的，組織上的。 adv. -ly
intrinsically nonlinear 本質(zhì)非線性的
nonlinear absorption 非線性吸收
nonlinear acoustics 非線性聲學
nonlinear adsorption 非線性吸附
nonlinear aerodynamics 非線性空氣動力學
nonlinear amplification 非線性放大
nonlinear amplifier 非線性放大器
nonlinear analysis 非線性分析
nonlinear anomaly 非線性狀異常
nonlinear attenuation 非線性衰減
nonlinear behavior 非線性形態(tài)
nonlinear behaviour 非線性狀態(tài)
nonlinear birefringence 非線性雙折射
nonlinear bucking 非線性皺折
nonlinear calculation 非線性計算
nonlinear capacitance 非線性電容
nonlinear capacitor 非線性電容器
nonlinear characteristic 非線性特性
nonlinear characteristics 非均衡系統(tǒng); 非線性特性
nonlinear circuit 非線性電路
nonlinear code 非線性碼

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In this paper, the structural nonlinear spatial static analysis method and its application in quanzhou post and telecommunications multipurpose building are briefly introduced
本文簡要介紹了空間結構非線性靜力分析方法及其在泉州郵電綜合大樓工程中的應用。
It is proved that model of simulink are correct and dominant in many aspects, especially in stability and accuracy . this paper indicates that simulation of structural nonlinear seismic response based on simulink is feasible and necessary
本文的研究表明，simulink模型具有良好的可視化特點和二次開發(fā)性，以simulink為平臺實現(xiàn)結構非線性地震反應仿真是完全可行的，也是很有必要的。
This paper introduce simulink to simulation of structural nonlinear seismic responses innovative, working on regulation and dominance of simulation of structural dynamic response of simulink based on muti-storey shear-type model and member model, and set up basic block of structural dynamic response to pave the way for wide analysis of structural dynamic response, especially vibration control
本文開創(chuàng)性地將simulink引入結構非線性地震反應仿真中，以層間剪切模型和平面桿系模型為對象，努力探討simulink用于結構動力仿真的規(guī)律并發(fā)掘其優(yōu)勢，編制結構動力仿真的基礎性模塊，為逐步實現(xiàn)更廣泛的結構動力分析尤其是結構的振動控制奠定基礎。
The study objects of the paper are used in different stage of the design process in the design method . it is to say that after the target performance level is selected, the deformation control design method is used as the structural design method; the static push-over analysis method is used as the structural nonlinear calculation method and the capacity spectrum method is used as the structural performance evaluation method . so the unified structural design method of the performance based aseismic design can be formed and the aseismic performances of the structures can be controlled in every step of the design process
該方法將本文研究的各方面內(nèi)容綜合應用于結構設計的不同階段，即在結構選擇了合適的抗震性能等級后，采用結構變形控制抗震設計方法作為結構的設計方法，以結構靜力推覆(pusheseeover)分析方法作為結構的計算分析方法，以結構抗震性能評估的能力譜方法作為檢驗結構實際抗震性能的評估與驗算方法，形成統(tǒng)一的結構抗震設計方法，在結構設計的各個階段控制結構的抗震性能，體現(xiàn)基于結構性能的抗震設計理念。
In this thesis, damage detection techniques developed by specialists and scholars are categorized and compared from viewpoint of mechanics and mathematics, then the main tasks, i . e . the experimental studies and theoretical analyses about structural damage detection are carried out based on structural nonlinear dynamic characteristics
本文首先從力學與數(shù)學的角度對多年來許多學者進行損傷檢測研究的方法進行了分類與比較,在此基礎上提出了本文研究工作的重點:從結構非線性動力特性的角度出發(fā)對結構的損傷檢測進行試驗和理論分析。
In this paper, the prestress increment of the unbonded reinforcement is calculated by the force method of structural mechanics according to the section bend characteristic of unbonded prestressed concrete simple supported beam at the normal use stage . the structural nonlinear and the prestress incremellt of unbonded tendons and the loss of unbonded prestress calculated . the stress of section is gained by the formula of material mechanics and the anchor end's eccentricity is taken as the structural eccentricity according to the structural trait of unbonded structure, and some useful conclusions are educed by the comparison with the result of the static test of unbonded prestressed hollow plate
本文根據(jù)無粘結預應力混凝土簡支梁在正常使用階段的截面受彎特點，考慮了結構的非線性，記入了預應力鋼筋的預應力增量，用結構力學的力法計算無粘結筋的預應力增量；計算了無粘結預應力損失；采用材料力學的公式計算截面的應力，在偏心矩的取值問題中根據(jù)無粘結結構的構造特點而采用錨端的偏心矩作為結構的偏心矩計算，與無粘結預應力空心板靜載試驗值分析比較，得出了一些有益的結論。

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