load mode造句
例句與造句
- 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地基承載力的彤響，對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??；對結(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)。 - It's difficult to find load mode in a sentence. 用load mode造句挺難的
- 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)的動態(tài)響應(yīng)，主要討論了截?cái)喔唠A荷載模態(tài)對風(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)。 - In the paper , on the basis of expounding the importance of similarity theory in the numerical simulation of tectonic stress field , it is pointed out that , only by making the numerical model be similar to the geological prototype in material , combination pattern , boundary condition , loading mode and cracking criterion , etc . , may the simulation result be real
摘要論述了在構(gòu)造應(yīng)力場模擬中相似性原理的重要性，指出地質(zhì)原形與數(shù)值模型在材料、組合形式、邊界條件、受力方式和破裂準(zhǔn)則等方面必須相似，模擬的結(jié)果才具有真實(shí)性。