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To the right there were the kitchen gardens, the fish-pond, and an orchard bordered by a dry moat, and a broken ruin of a wall, in some places thicker than it was high, and everywhere overgrown with trailing ivy, yellow stonecrop, and dark moss.

右边儿是菜园,鱼池,果园,全由一道干涸的护邸沟渠围绕着,还有一道断墙残垣,有的地方残墙的厚度超过了墙的高度,处处长满了蔓延的长春藤、黄澄澄的景天和黑苍苍的苔藓。

The main problems in screen calibration and the existing solutions are introduced first.Then the screen calibration process and geometry calibration methods are listed.After that,evaluation criterions for screen calibration are discussed,and a generalized color model for projectors color calibration and a visual seamlessness algorithm are presented in detail.

首先介绍多投影显示墙画面校正中存在的主要问题和现有的解决方法;在此基础上,给出了多投影显示墙的画面校正流程和几何校正方法;然后讨论了多投影显示墙画面校正结果的评价标准,提出了投影仪的广义颜色模型和基于搜索技术的视觉无缝方法。

Main research contents as follows:(1) The four destruction models and respective stability analysis methods are discribed in this paper, whose working mechnism and calculating methods are given. In addition, some defects of every method are also discussed ;(2) On the basis of traditional active soil pressure method and expirical siol pressure method , the calculating model of the laternal earth pressure which is a tetragon with the largest value in the center side is addressed.

主要工作如下:(1)本文给出了复合土钉墙的稳定性分析方法,该方法介绍了复合土钉墙的四种破坏类型,分析了每种破坏类型的受力机理,并给出了相应的计算方法和计算方法中的一些不足;(2)在传统的主动土压力和经验土压力的基础上,建立了土钉墙中间大、上下小的四边形状分布的侧向土压力的计算模式。

In addition, some defects of every method are also discussed ;(2) On the basis of traditional active soil pressure method and expirical siol pressure method , the calculating model of the laternal earth pressure which is a tetragon with the largest value in the center side is addressed.

主要工作如下:(1)本文给出了复合土钉墙的稳定性分析方法,该方法介绍了复合土钉墙的四种破坏类型,分析了每种破坏类型的受力机理,并给出了相应的计算方法和计算方法中的一些不足;(2)在传统的主动土压力和经验土压力的基础上,建立了土钉墙中间大、上下小的四边形状分布的侧向土压力的计算模式。

From the aspect of velocity distribution,this paper made a full analysis of the flow condition of integrated oxidation ditch with submerged propeller and training wall based on the measured data.

根据实测数据从流速分布的角度对增设水下推动器和弯道导流墙的一体化氧化沟弯道流态进行了研究分析,在实测和分析的基础上,提出了水下推进器和曝气转盘的合理设置位置,阐明了弯道导流墙对弯道流态的作用并提出了导流墙的合理设置方式,为实际工程设计提供了理论依据和参考。

Then,according to the research and measurement,it brought forward the proper setting position of submerged propeller and aerate rotary disk ,and gave a detailed explanation of the effects of training wall on the flow condition of curve channel.

根据实测数据从流速分布的角度对增设水下推动器和弯道导流墙的一体化氧化沟弯道流态进行了研究分析,在实测和分析的基础上,提出了水下推进器和曝气转盘的合理设置位置,阐明了弯道导流墙对弯道流态的作用并提出了导流墙的合理设置方式,为实际工程设计提供了理论依据和参考。

Asidei: Jim walked to the other side of the wall step by stey with curiosity and determination. That wall was just like water ,Jim's body acrossed the walk and he got to anther world ---an eternal place.

旁白:吉吉带着好奇又坚定的心一步一步的走向墙的另一边,那墙就像水一样,吉吉的身体穿过了那墙,到达了另一个世界——永恒之地。

The article describes the People's Liberation Army 61330 units of new affordable housing projects in foundation pit of the program selection, design and construction process, micro-steel pipe pile prestressed anchor soil nail wall, composite soil nailing wall system in actual engineering China has gained a relatively good results, indicating their deep foundation pit has a large technical and economic advantages.

微型钢管桩复合土钉墙支护体系在深基坑中的应用,工程建筑论文,工学论文本文介绍了人民解放军61330部队驻新适用住房工程基坑支护的方案选择、设计和施工过程,微型钢管桩预应力锚杆土钉墙的复合土钉墙支护体系在实际工程中实践中取得了比较理想的效果,说明其在深基坑支护中具有较大的技术和经济优势。

The article describes the People's Liberation Army 61330 units of new affordable housing projects in foundation pit of the program selection, design and construction process, micro-steel pipe pile prestressed anchor soil nail wall, composite soil nailing wall system in actual engineering China has gained a relatively good results, indicating their deep foundation pit has a large technical and economic advantages.

微型钢管桩复合土钉墙支护体系在深基坑中的应用。建筑工程,论文资源,论文资源库本文介绍了中国人民解放军61330部队驻新经济适用住房工程基坑支护的方案选择、设计和施工过程,微型钢管桩预应力锚杆土钉墙的复合土钉墙支护体系在实际工程中实践中取得了比较理想的效果,说明其在深基坑支护中具有较大的技术和经济优势。

The effect of high strength steel in the shear wall to the control of seismic performance of the structures is emphasized.

研究结果表明,剪力墙中采用高强钢筋配筋后,改变了剪力墙和框架的刚度退化规律,提高了剪力墙的屈服强度,且同时具有较好的极限变形能力,可以有效提高整个结构的安全储备,对结构抗震是有利的。

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