In this paper, the MM5 Adjoint Assimilation System is used to correct MM5's terrain error. The experimental results of amending different initial terrain data indicate that: the MM5 AAS is able to retrieve the terrain field, whose resolution is matched with one of the initial meteorological element field and therefore well coordinated with the MM5 model. Thus a new way about how to widely use the assimilation system is offered in this paper.

將伴隨模式同化系統(tǒng)應(yīng)用于修正模式地形誤差国产一级免费无病毒黄片，通過對(duì)不同初始地形的修正試驗(yàn)表明免费的黄色av，MM5伴隨模式同化系統(tǒng)能很好地對(duì)地形誤差進(jìn)行修正亚洲性爱视频免费，能夠反演出與初始?xì)庀笠貓龇直媛氏嗥ヅ渚镁猛磺⑴c模式更協(xié)調(diào)的地形場玖玖玖免费视频，為伴隨模式同化系統(tǒng)的廣泛應(yīng)用提供了一種新的思路。

The uniqueness of the frolexus_San is its local adjustability of each spring element.

福樂仕_San最大的特點(diǎn)就是其彈簧系統(tǒng)的獨(dú)立可調(diào)性嘿咻嘿咻免费无码专区在线播放。

Further, by means of investigation and admeasurement, theoretical analysis and finite element simulation, the security analysis of ancient brick-and-clay city gate structure are performed.

接著久久久久久久精品免费久久，通過現(xiàn)場檢測、理論分析及有限元模擬美女被操到喷在线看，對(duì)磚土拱城門結(jié)構(gòu)進(jìn)行了安全性分析内射网站。

Combined with Zhongshan-gate in Nanjing,by means of investigation and admeasurement, theoretical analysis and finite element simulation, the security analysis and reinforcement research of ancient brick-and-clay city gate structure are performed. The results would be the scientific reference to the reinforcement of brick-and-clay city gate. At the same time, the reinforcement method of barking concrete structure, another available method to renovations of brick-and-clay city gate, is put forward in this paper.

本文結(jié)合南京中山門，綜合運(yùn)用調(diào)查檢測亚洲色图欧美色图综合、理論分析和有限元模擬的方法欧美有码中文高清视频观看，對(duì)磚土拱城門結(jié)構(gòu)進(jìn)行了安全性分析和加固技術(shù)研究，為磚土拱城門結(jié)構(gòu)的加固維修提供切實(shí)可靠的科學(xué)依據(jù)黄色毛片高清视频；同時(shí)提出內(nèi)襯混凝土空間箱型結(jié)構(gòu)的加固方法一级做a爰片久久毛片A片美国，為今后對(duì)其它磚土拱城門結(jié)構(gòu)的研究保護(hù)提供一定的參考。

The key element in whether scientific evidence is admissible is whether it is trustworthy.

在是否采納科學(xué)證據(jù)的問題上的要害因素是科學(xué)證據(jù)是否是值得信賴的欧美性爱在线播放久草。

This paper based on the analysis of his works, a few adornment element in the research and application of painting, his artistic creation.

本文主要通過對(duì)他幾部作品的分析国产片黄片A片，研究裝飾元素在繪畫中的運(yùn)用，以及對(duì)自己藝術(shù)創(chuàng)作的影響亚洲一级av无码毛片精品。

But probably, the best element of this approach is how it clearly and advantageously distinguishes you and your company from all the other competitors out there.

不過這種方法中最好的成分或許就是如何清楚便利地讓你和你的公司從其它競爭對(duì)手中脫穎而出一级欧美性爱网站。

Internet is the method of a communication, also be an interactive platform, of course this also is to have those who guide, what I think policy measure is more specific is video industry those who go up, promote it advantageously, perhaps restrict it, this also is the element of a policy.

互聯(lián)網(wǎng)是一個(gè)交流的手段，也是一個(gè)互動(dòng)的平臺(tái)黄色AⅤ，當(dāng)然這也是有引導(dǎo)的天天黄色视频入口，我認(rèn)為政策措施更明確的是視頻產(chǎn)業(yè)上的，是不是有利地促進(jìn)它18岁网站。，或者是限制它插逼网址，這也是一個(gè)政策的因素。

The main factors affecting the soil-structure interface behaviors were found experimentally and theoretically, including: 1 the thickness of the interface that is five to six times the average grain size of the soil; 2 the aeolotropy of interface, which is responsible for anisotropic response of the stress-strain response of the interface; 3 two physical states, including crashing and compression of the soil near the structure surface, which govern the stress-strain response of the interface strongly; 4 two shear deformation components due to sliding and constraint of the structure surface relative to the soil respectively, which forms the deformation of the interface; 5 the volumetric strain due to dilatancy, which is found to be composed of a reversible dilatancy component and an irreversible dilatancy component. 4. A unified constitutive model of the interface, based on new elasto-plasticity damage theory, was developed. It was confirmed to be effective for the conditions considering monotonic and cyclic shearing, coupling effect of shear and volumetric strains, evolution of physical state, micro-structure aeolotropy of the soil and the resulting aeolotropy of the interface as well as the three normal boundary conditions stated above. 5. 2D and 3D finite element formulations of the present model were derived and incorporated into the FEM codes. They were applied to the evaluation of practical engineering problems with different typical interfaces between soil and structure. The new model was shown to be reasonable and effective.

確定了粗粒土與結(jié)構(gòu)接觸面厚度約為5～6倍的平均粒徑久久国产综合精品久久国产，首次揭示了接觸面的細(xì)觀結(jié)構(gòu)異向性以及由此所引起的宏觀剪切異向性亚洲国产精品一区二区玖玖爱，發(fā)現(xiàn)了在單調(diào)和往返剪切荷載作用下土顆粒破碎和剪切壓密兩種物態(tài)變化機(jī)制共同支配著接觸面力學(xué)性質(zhì)的變化，通過細(xì)觀分析證實(shí)了接觸面的變形可分解為一般同時(shí)發(fā)生的土與結(jié)構(gòu)交界面上的滑移變形以及結(jié)構(gòu)面位移約束范圍之內(nèi)土體本身的剪切變形兩部分久久无码中文字幕久婷婷，觀測到接觸面受剪時(shí)表現(xiàn)出明顯的相對(duì)法向位移唐人呦一呦二在线播放，并可分解為可逆性和不可逆性兩個(gè)分量；(4)建立了第一個(gè)能夠統(tǒng)一地描述單調(diào)與往返剪切特性特级a级黄色网站、剪應(yīng)變與體應(yīng)變耦合特性7777视频、細(xì)觀結(jié)構(gòu)和宏觀剪切異向性以及土顆粒破碎等物態(tài)變化特性的土與結(jié)構(gòu)接觸面彈塑性損傷本構(gòu)數(shù)學(xué)模型十八禁止观看黄色网站，并采用多種法向邊界條件復(fù)雜加載路徑的試驗(yàn)成果驗(yàn)證了新模型的合理性和有效性；(5)提出了新模型的二日本啪啪网午夜啪啪网网站、三維有限元格式并結(jié)合實(shí)際邊值問題進(jìn)行了應(yīng)用計(jì)算分析国产白色视频在线观看2，比較了不同接觸面本構(gòu)模型對(duì)計(jì)算結(jié)果的影響，證實(shí)了新模型及其有限元格式不僅能夠合理地描述土與結(jié)構(gòu)接觸面的主要力學(xué)特性一级欧美一级日韩片野外，還能夠較好地反映土體與結(jié)構(gòu)物在接觸面處的滑移日本在线中文字幕播放、脫開等不連續(xù)現(xiàn)象。

PET aerated water bottle;stress;finite element

聚酯碳酸飲料包裝瓶在线观看黄网址；應(yīng)力欧美人与动性行为高清视频；有限元