mode n. 1.法,樣,方法,方式。 2.模,型;樣式,體裁,款式;習(xí)慣。 3.風(fēng)尚;〔the mode〕流行,時(shí)髦。 4.【語法】= mood. 5.【音樂】(古希臘的)旋法調(diào),(近代的)調(diào)式。 6.【邏輯學(xué)】程式,樣式,論式;【統(tǒng)計(jì)】眾數(shù)。 all the mode 非常流行。 become the mode 流行起來。 in mode 正流行,新式。 out of mode 不流行,老式。
Sp and smg support two types of communication load modes : the general http load mode and the general sgip load mode sp和smg支持兩種類型的通信承載方式:通用http承載方式和通用sgip承載方式。
Sp and smg support two types of communication load modes : the general http load mode and the general sgip load mode sp和smg支持兩種類型的通信承載方式:通用http承載方式和通用sgip承載方式。
Sp and smg support two types of communication load modes : the general http load mode and the general sgip load mode sp和smg支持兩種類型的通信承載方式:通用http承載方式和通用sgip承載方式。
At present, there are two modes of load test . one is water-resistance load; the other is resistance-load . the resistance load mode is developing and it can protect environment 目前,主要有兩種負(fù)載方式,一種為水阻,另一種為干阻,干阻對(duì)環(huán)境無污染,有極好的發(fā)展前景。
This demonstrates the validity and accuracy of the proposed method . meanwhile the effects of loading modes and steel ratio on the behavior of the cfst arches are numerically analyzed and discussed 同時(shí),針對(duì)計(jì)算結(jié)果進(jìn)行了分析,得出了鋼管混凝土拱橋受力變形的一些特性,并提出對(duì)設(shè)計(jì)和研究有益的建議,在此基礎(chǔ)上還分析了加載方式和含鋼率對(duì)鋼管混凝土拱的影響。
Both ultimate bearing capacity and shakedown loads of non-homogeneous foundations are computed . based on numerical results computed for different load modes, limit loads and shakedown loads of non-homogeneous foundation and offshore platform foundations are compared . the ultimate loads and shakedown loads for different combinations of horizontal component and vertical component and moment can con 在豎向載荷與水平載荷共同作用下,研究了地基土體的強(qiáng)度特性與土層分布特征對(duì)地基承載力的彤響,對(duì)地基的極限載荷與安定戳荷進(jìn)行了比較分析,為全面、綜合地評(píng)價(jià)非均質(zhì)地基的穩(wěn)定性提供了有益的參考。
But this method still exists some shortcomings such as : while adopting displacement-control analysis method how to estimate the structural displacement requirement, how to select the horizontal load mode before and after the structure yields, how to considerate the high level mode that have a large effect while it is in the later position, how to considerate the elastic-plastic response spectra correctly . these problems remain to be solved . so this method needs to improved furtherly 但該方法仍存在一些不足,如:分析時(shí)采用位移控制的方法時(shí),如何預(yù)估結(jié)構(gòu)的最大位移需求;結(jié)構(gòu)屈服前后水平荷載的分布模式如何選?。粚?duì)結(jié)構(gòu)影響顯著但比較靠后的高階振型如何考慮;如何正確的考慮結(jié)構(gòu)的彈塑性反應(yīng)譜等問題仍沒有得到很好的解決,因此該方法仍需進(jìn)一步的改進(jìn)。
On the basis of the fundamental principle of push-over method, together with some basic assumptions, this paper edit computer program of the loading-displacement skeleton curves of the sgrc frame, considering p-delta effect . then this paper use this program to calculate and analysis the loading-displacement nonlinear relations of eleven sgrc frames, which are in two different loading modes . the results calculated by computer are in good agreement with experimental values, so this program is accurate, and the push-over method is practicable analytical method in actual anti-seismic design 本文依據(jù)靜力彈塑性分析方法的原理,編寫了關(guān)于鋼筋混凝土框架的荷載-位移非線性曲線關(guān)系的計(jì)算程序,其中考慮了框架的二階效應(yīng)的影響,對(duì)兩種采用不同加載制度的共11榀煤矸石混凝土框架進(jìn)行了荷載-位移全過程非線性計(jì)算分析,通過分析得到的計(jì)算結(jié)果,說明了本文程序的準(zhǔn)確性,從而驗(yàn)證了靜力彈塑性分析方法在實(shí)際抗震設(shè)計(jì)中的可行性。
In the paper, firstly, present the formulation and application of proper orthogonal decomposition of covariance and cross-power spectral density matrices are presented in the analysis of wind load effects on structures . then the dynamic response of linear structures subjected to random loads is analyzed by a technique called double modal transformation ( dmt ) that is expressed through a double series whose terms depend on structural and loading modes 本論文中首先通過求相關(guān)矩陣和互功率譜密度矩陣特征值問題給出了本征正交分解的公式,并利用pod與結(jié)構(gòu)模態(tài)相結(jié)合的雙模態(tài)方法來分析結(jié)構(gòu)的動(dòng)態(tài)響應(yīng),主要討論了截?cái)喔唠A荷載模態(tài)對(duì)風(fēng)致響應(yīng)的影響。
At last distribution functions of load modes in life service are presented . based on the resisting force model and load model, the limit state equations of rc bridge are formulated . according to the resisting force is time-dependent and vehicle load is the non-gaussian distribution, jc method is applied to calculate the time-dependent reliability index of rc bridge 在抗力衰減模型及橋梁荷載模型的基礎(chǔ)上,將可靠度理論引入橋梁結(jié)構(gòu)的評(píng)定中,推導(dǎo)出了橋梁結(jié)構(gòu)耐久性極限狀態(tài)方程,并根據(jù)耐久性極限狀態(tài)方程中抗力是時(shí)間的函數(shù),以及車輛荷載為非正態(tài)分布的特點(diǎn),應(yīng)用當(dāng)量正態(tài)法(jc法)編制相應(yīng)的程序計(jì)算橋梁構(gòu)件的時(shí)變可靠度指標(biāo)。