Therefore, the study of the lattice beam and the research of the beam designing method are very necessary.

因此欧美一级黑人黄片，加強(qiáng)對混凝土格構(gòu)錨固體系中格構(gòu)梁受力機(jī)理和設(shè)計(jì)方法的研究精品国产99国产精品嫩草影院，是十分必要的欧美一区1080P。

It is of referential value for the design of complex structure of prestressed anchor-cable and lattice beam.

這對工程中預(yù)應(yīng)力錨索格構(gòu)梁復(fù)合結(jié)構(gòu)的設(shè)計(jì)計(jì)算具有一定的參考價(jià)值激情国产黄色。

The prestressed anchor-cable and lattice beam is a kind of new complex structure used in slope protection.

預(yù)應(yīng)力錨索格構(gòu)梁由于其多方面的優(yōu)點(diǎn)而在工程中得到了廣泛的應(yīng)用久久久久久AV无码免费网站动漫。

But till now there isn＇ t a proper calculated model for prestressed anchor-cable and lattice beam＇ s design.

但到目前為止国产乱人伦偷精品视频免费看，對預(yù)應(yīng)力錨索格構(gòu)梁的設(shè)計(jì)計(jì)算還沒有提出一個(gè)合理的計(jì)算模型。

Based on the simulated aggregate distribution and the relative positions between the lattice beams and the aggregates, the stiffness matrix of each lattice beam was determined.

基于模擬所得的骨料分布和格構(gòu)梁與骨料之間的相對位置国产,日本,欧美,校花在线视频，確定了每一個(gè)格構(gòu)梁單元的剛度矩陣天堂视频网站在线观看。

The conclusions that the thesis achievements have important meanings for the design calculation of the complex structure of prestressed anchor-rope and lattice beam in engineering, and they also have certain reference value when study deeply on the action mechanism of this complex structure.

文中所獲得的結(jié)論亚洲91呦呦视频，對工程中的預(yù)應(yīng)力錨索格構(gòu)梁復(fù)合結(jié)構(gòu)的設(shè)計(jì)計(jì)算具有重要意義，對于深入研究預(yù)應(yīng)力錨索格構(gòu)梁復(fù)合結(jié)構(gòu)的作用機(jī)理中文无码视频t，也具有一定的參考價(jià)值最新白嫩丰满美女AV网站。

Designtheory of RC lattice beam is studied by analytic solution of the beam on Winklerelastic foundation quantificationally.

2提出了格構(gòu)錨固結(jié)構(gòu)的力學(xué)模型，利用Winkler彈性地基梁上的解析解定量研究了鋼筋砼格構(gòu)梁的設(shè)計(jì)理論及各參數(shù)的優(yōu)化取值色视频在线一区二区三区。

Aims at the deficiency of foundation opposite force distribution hypothesis of existed calculated model, the article carries through the indoor model experiment of prestressed anchor-cable and lattice beam, and analyses the actual distribution situation of the soil stress at the bottom of the lattice beam.

本文針對現(xiàn)有計(jì)算模型對格梁底部地基反力的分布假設(shè)的不足一级欧美黑人大战白妞，進(jìn)行了預(yù)應(yīng)力錨索格構(gòu)梁的室內(nèi)模型試驗(yàn)，并對格梁底部土體應(yīng)力的實(shí)際分布情況進(jìn)行了分析黄色视频.com888。

The results of lattice beam internal force calculated method based on double parameter groundsill model are more approach the experiment measured values because of consideration of the pass of shearing force in soil, and its calculated workloads are similar with the method of winkler elastic foundation. Besides, the thesis also discusses the moment of torque affected results on node stress situation and the correction of stress value at the bottom of cross node of lattice beam. Due to the repeat calculation of node area during internal force calculation, the stress value of the bottom of beam is lower, this may lead the calculated value unsafe, but the corrected stress value will more approach to practical situation.

對格構(gòu)梁的內(nèi)力計(jì)算提出基于雙參數(shù)地基模型的格構(gòu)梁內(nèi)力計(jì)算方法色秀视频a8a6com，其計(jì)算結(jié)果表明，雙參數(shù)地基模型上的格構(gòu)梁內(nèi)力由于考慮土中剪力的傳遞更加接近于試驗(yàn)實(shí)測值一级涉黄，其計(jì)算工作量與winkler彈性地基梁法相當(dāng)黄片A片三级aa黄，此外，文中還探討了扭矩作用對格構(gòu)梁節(jié)點(diǎn)受力情況的影響結(jié)果以及格構(gòu)梁交叉節(jié)點(diǎn)底部的應(yīng)力值的修正先锋影音每日AV资源站，由于內(nèi)力計(jì)算過程中節(jié)點(diǎn)處的面積被重復(fù)計(jì)算a级黄片一级，使得梁底應(yīng)力偏小，可能導(dǎo)致計(jì)算結(jié)果的偏于不安全很污很黄的视频网站，修正后的應(yīng)力值更接近于實(shí)際情況99热W亚洲精品国产99。

So the main study contents of this thesis are as follows: the load distribution pattern along the length beam and the cross beam in the place of node、 the appropriate matching rigidity of the length and cross beams in the action of same anchorage force and the affection pattern discuss on sloping surfaces dip angle人人操亚洲综合、 beam rigidity 男人的天堂av社区在线、 anchor-rope angle as well as the position of load which affect the load distribution ratio on length and cross beams. In the end it brings forward lattice beam internal force calculated method on the basis of double parameter groundsill model.

鑒于此，本文主要的研究內(nèi)容是格構(gòu)梁節(jié)點(diǎn)處荷載沿縱橫梁的分配規(guī)律葡京亚洲影院在线观看、同一錨固力作用下縱橫梁合理的匹配剛度以及對格構(gòu)梁縱橫梁荷載分配比值可能存在影響的坡面傾角国语自产免费精品视频在、梁剛度、錨索夾角中文字幕网无码人妻精品18区、加載位置等因素的影響規(guī)律探討亚洲欧美综合久久久久久小说，最后提出基于雙參數(shù)地基模型的格構(gòu)梁內(nèi)力計(jì)算方法。