The instructive conclusion was: 1 under the vertical loading, the shear-lag effect was produced badly, more severer under concentrated loading than under uniform loading .2 the longitudinal bending deformation of the beam flange was true of the imitating plane assumption of deformation . 3 the width length ratio was confirmed as the first factor working on the shear-lag effect among all the geometric parameters;4 the shear-lag coefficient of simple-supported box-girder was severer than the continuous box-girder, the shear-lag effect in the inner supported section of continuous beam was much more severer, we need paying more attention for it in designing. 5 the non-liner characteristics of material deformation have littlie influence on shear-lag effect in BGCW. 6 the experiential calculating formulation and calculating diagram for the effective flange width was raised with the only factor of the width-span ratio., but the primary location of axis of bending moments should not be changed while calculating the inertial moment .

研究認(rèn)為：1室內(nèi)模型試驗(yàn)和空間有限元分析結(jié)果均表明波形鋼腹板組合箱梁在豎向荷載作用下caopeng碰公开在线视频，翼板出現(xiàn)了典型的縱向應(yīng)力剪滯效應(yīng)人人操免费网。2在豎向荷載作用下愉拍自拍视频在线播放网站下载安装，截面高度上各點(diǎn)縱向正應(yīng)變分布認(rèn)為可符合"擬平截面假定"精品射射射福利一区，以此作為波形鋼腹板組合箱梁抗彎計(jì)算的基本假定。3箱梁寬跨比是影響波形鋼腹板組合箱梁翼板剪滯效應(yīng)的主要因素亚洲一级无码毛片不一卡。4連續(xù)波形鋼腹板組合箱梁的翼板剪滯系數(shù)大于簡(jiǎn)支梁欧美爱爱一区二区视频，且連續(xù)箱梁內(nèi)支點(diǎn)截面翼板剪滯效應(yīng)相當(dāng)嚴(yán)重，對(duì)此需十分重視免费特黄一级欧美片久久久久。5當(dāng)混凝土翼板受力由彈性階段進(jìn)入彈塑性階段時(shí)欧美美女高潮潮喷，材料的非線性特性對(duì)翼板的剪滯效應(yīng)影響甚微。6提出了根據(jù)組合箱梁的寬跨比參數(shù)來計(jì)算翼板有效寬度比的經(jīng)驗(yàn)公式和計(jì)算圖表一级黄色网站视频免费，但箱梁截面抗彎慣性矩的計(jì)算不應(yīng)改變?cè)鹊慕孛嬷泻洼S位置裸体美女成人性大片视频播放网站。

The diagonal loading factor anti convergence performance were analyzed and the convergence scope of robust constrained LMS algorithm was also given.

針對(duì)上述問題，考慮信號(hào)方向向量的偏差對(duì)LMS算法性能的影響人人艹网站，提出了一種基于對(duì)角載入的魯棒約束LMS算法你懂得在线电影，并對(duì)算法的對(duì)角載入因子和收斂性能進(jìn)行了分析，給出了保證算法收斂的步長(zhǎng)取值范圍欧美精品视频1区2区。

Self-confidence and sport competitive anxiety have the greatest influence upon loading factor.

其中以自信心及運(yùn)動(dòng)競(jìng)技焦慮對(duì)負(fù)荷因素的影響最大欧州三级网址。

So far,a limited number of research papers are related to dynamic response of long-span flexible roofs.Gymnasium roof is a special topic of long-span flexible roof structures,a-nd it is important to study on wind load and gust loading factor in the field of engineering and research.

目前國(guó)內(nèi)外對(duì)大跨度柔性屋蓋的風(fēng)振響應(yīng)研究很少，本文研究的體育館屋蓋結(jié)構(gòu)的風(fēng)荷載及風(fēng)振系數(shù)作為大跨度柔性屋蓋結(jié)構(gòu)的一個(gè)專題国产美女免费AV片在线播放，具有重要的工程應(yīng)用價(jià)值和學(xué)術(shù)研究意義自偷自拍你懂的。

Gust loading factor of displacement on three direction of the dynamic responses is obtained by the direct integral calculus method in time-domain.

利用時(shí)域內(nèi)的直接積分法求出結(jié)構(gòu)響應(yīng)的時(shí)間歷程，并且通過統(tǒng)計(jì)国产操B在线，得出了結(jié)構(gòu)脈動(dòng)響應(yīng)三個(gè)方向的位移風(fēng)振系數(shù)值亚洲黄片在线免费视频。

Clearly, most psychological, social and environment items (14 out of 17) had high loading on factor 1 and most physical items (6 out of 7) had high loading on factor 2. Similar results were shown when EFA was applied to males and females separately.

顯然地，大多數(shù)心理永久域名地址18、社會(huì)及環(huán)境范疇的題目（17題中有14題）受第一因素影響国产清纯白嫩初高生在线播放，而大多數(shù)生理的題目（7題中有6題）受第二因素影響，不論男性或女性均有相同趨勢(shì)国产中文在线精品一区。

Based on wind tunnel test and theoretical analysis,the vibration mechanism, vibration shape,dynamic response and gust loading factor of the long-span grid roof of Qingdao gymnasiums subjected to wind excitation are analyzed systematically in this dissertation ,and some valuable results are obtained.

本文采用風(fēng)洞模型試驗(yàn)和計(jì)算機(jī)數(shù)值計(jì)算相結(jié)合的方法A级黄页高清视频免费看，對(duì)青島體育館的風(fēng)振機(jī)理、風(fēng)振形態(tài)国产精品亚洲一区二区网址、風(fēng)振響應(yīng)以及風(fēng)振系數(shù)進(jìn)行了系統(tǒng)研究91综合在线观看视频，取得了一些有意義的結(jié)論。

ResultsTurning up the common factors of the time and typ es of cancer mortality of Fujian province,and its factor loading.Then drawing a graph of factor concentration by using the time and types factor loading.

結(jié)果 得到各年度和各腫瘤類型的公因子及其載荷系數(shù)91成年人在线观看，并根據(jù)載荷系數(shù)制作各年度和各類型腫瘤標(biāo)化死亡率的載荷平面投影圖a√在线免费。

The loading program, by which the load can be directly applied to the internal force influence surface, is generated and used to get the result of loading on the influence surface. Through comparing the result of loading on the internal force influence surface of assembly skew hollow slab bridge with the one of the perpendicular bridge, the reduction factor method is offered and its corresponding reduction factor can be obtained.

編制了內(nèi)力影響面加載程序?qū)崿F(xiàn)對(duì)內(nèi)力影響面的直接加載；在此基礎(chǔ)上，通過參數(shù)分析自拍偷拍2020，對(duì)比裝配式正交空心板橋和斜交空心板橋內(nèi)力影響面加載的結(jié)果，提出斜交空心板橋設(shè)計(jì)計(jì)算的折減系數(shù)法超碰国产在线观看，并給出相應(yīng)的折減系數(shù)亚洲精品区第3页。

Finally, the static characteristic curves of the new type friction buffer have been given by the numerical computing. The specialty of the mechanism is: the angleαandβare variable in the loading process and unloading process. So the load amplification factor is bigger in the beginning of loading process, and is less in the end of loading process, is least in the whole unloading process.

論文最后通過計(jì)算分析，繪出了新型摩擦緩沖器靜態(tài)特性曲線黄色视频三级片AAAAAAAAA，并指出該機(jī)構(gòu)的特別之處在于国产福利一区二区大秀视频，加載過程和卸載過程中角度α和β是變量，因而載荷的放大系數(shù)在加載開始時(shí)較大色欲色欲天天免费视频，加載結(jié)束時(shí)較小在线欧美亚洲黄，并在卸載過程中更小。