compression bar造句
例句與造句
- Calculated length of compression bar in pile bent column pier
單排樁柱墩壓桿的計(jì)算長(zhǎng)度 - A new method of solving stability problems of rigid - changing compression bars on the elastic foundation
一種求解彈性地基上變剛度多支承壓桿的新方法 - Optimal design of the stability of compression bar under the constraint of elastically hinged support at both ends
兩端彈性鉸支約束下壓桿穩(wěn)定的優(yōu)化設(shè)計(jì) - Besides the methods mentioned above , there are some applied methods overseas to calculate the stability of the steel compression bar
國(guó)外鋼壓桿穩(wěn)定計(jì)算的方法除了上面提到的一些計(jì)算方法外，還有了一些較為實(shí)用的計(jì)算方法。 - During elastic - plastic stage , the wall was equaled to a rigid frame - oblique compression bar model . during failure stage , the wall was equaled to a beam - hinged frame
彈性階段一一復(fù)合材料等效彈性板模型;彈塑性階段，一捆lj架斜壓桿模型;破壞階段一一梁鉸框架模型。 - It's difficult to find compression bar in a sentence. 用compression bar造句挺難的
- The analysis showed the strain of section is not plain under moment so that the moment is carried by force couple in the outer frame . 4 . the paper gave the rigid frame - compression bar model for practical computation
在試驗(yàn)研究的基礎(chǔ)上，提出了密肋復(fù)合墻板實(shí)用設(shè)計(jì)的鋼架斜壓桿模型；通過線彈性有限元分析，就其優(yōu)化設(shè)計(jì)進(jìn)行了探討。 - The wall was equaled to an elastic composite slab with silica bricks as main body and concrete rib beams , columns and outer frame as reinforcing fiber . ( 2 ) elastic - plastic stage . the wall was equaled to a rigid frame - oblique compression bar model in which concrete frame was equivalent to a rigid frame while silica brick was equivalent to a oblique compression bar
( 1 )彈性階段? ?將墻體視為一種以輕質(zhì)砌塊為基體，混凝土肋梁、肋柱、外框?yàn)樵鰪?qiáng)纖維的復(fù)合材料等效彈性板； ( 2 )彈塑性階段? ?將墻體視為一個(gè)由鋼筋混凝土剛架和與之鉸接的砌塊等效斜壓桿組成的剛架斜壓桿組合模型； ( 3 )破壞階段? ?將墻體視為肋梁嚴(yán)重破損的梁鉸框架模型。 - The effects of reinforcing particle size on deformation strengthening and localization behavior of sicp / 2024al composites are investigated by making use of split hopkinson compression bar and hopkinson torison bar . the experimental results demonstrate that the strengthening effect for the small - size particle - reinforced composite is higher than that for the large - size particle - reinforced composite
實(shí)驗(yàn)表明：這類復(fù)合材料無論是在沖擊壓縮還是沖擊扭轉(zhuǎn)載荷下其變形強(qiáng)化和局部化行為都具有明顯的顆粒尺寸效應(yīng)，即增強(qiáng)顆粒尺寸越小，變形強(qiáng)化效果越好，越易發(fā)生絕熱剪切變形局部化失穩(wěn)。 - Based on tests of nine 1 / 2 - scaled model slabs under vertical loads , the paper analyzed load - deformation curve and proposed limit value of height - width ratio under axial loads . 2 . based on aseismic tests , the paper put forward a model of concrete frame , silica brick and a combination of the two , proposed that the silica brick works as a 45 compression bar , analyzed the factors which may influence bearing capacity of the slab and advised a formula including the numbers of bays and of storeys of the frame
通過對(duì)墻板模型的抗震性能試驗(yàn)研究，建立了由鋼筋混凝土框格、砌塊以及兩者協(xié)同作用三個(gè)部分組成的承載力極限狀態(tài)下的理論簡(jiǎn)化計(jì)算模型；提出了墻板中填充塊等效斜壓桿寬度按45度計(jì)算的統(tǒng)一量化標(biāo)準(zhǔn)；分析了影響墻板承載力的主要影響因素，給出了表達(dá)墻板框格層數(shù)和跨數(shù)不同的斜截面承載力實(shí)用設(shè)計(jì)計(jì)算公式。