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Build scene content to basically have: Dig a lake to pile mountain, model landform; Build the building facilities such as booth stage pavilion; Build by laying bricks or stones folds rockery strange peak, cliff of danger of hole big pool; Decorate valley mountain stream, riprap onflow; Bluff of megalith of load one's writing with fancy phrases, pilot a ship into a harbour and below; Set shallow water small pool, build stone hill fountain, pisciculture, cultivated content; Decorate assorted configuration each tree of one; It is main body of composition of a picture with all sorts of sculpture.

造景内容主要有:挖湖堆山,塑造地形;构筑亭台楼阁等建筑设施;砌叠假山奇峰,洞壑危崖;布置山谷溪涧,乱石湍流;堆砌巨石断崖,引水而下;设浅水小池,筑石山喷泉,养鱼。栽植物;布置组合形态各一的树木;以各种雕塑为构图主体。

Because every are folded,flow board standard limit and elliptical long gross ril load close or parallel, and with a center of the each canal hole that the triangle forms cloth to be in charge of connects line parallel; another edge also with the Guan Kongzhong of another direction the heart connects line parallel, the fixed position that consequently its provide opening is underlined and make easy implementation.

由于每块折流板的基准边和椭圆之长轴重合或平行,并和正三角形排列布管的各管孔的一条中心连线平行;另一条边也和另一方向的管孔中心连线平行,因而其管孔的定位划线和制造轻易实现。

With the development of the prestressed concrete construction technology, more and more prestressed concrete box girder bridges have arisen in our nation. However, after construction, the appearance of the cracks on some of these bridges takes some unfavourable influence on the structures. In common sense, we should take some methods to strengthen and repair these bridges as soon as possible, but because of the civil pecuniary condition, we cant repair all the broken bridges in one time. Therefore a scientific estimation must be made about the load-carrying capacity of these prestressed concrete box girder bridges with cracks, so that we can decide which bridge should be repaired firstly.

随着预应力施工技术的不断进步,我国已拥有越来越多预应力混凝土箱形梁桥,这些桥在使用一段时间后,有很大一部分箱梁出现了大量的裂缝,这些裂缝的出现对桥梁结构将产生不利的影响,所以应尽可能的对其进行加固修补,但限于国内实际经济状况,我们不可能一次性全部进行加固改造,需要对在役的这些开裂后的预应力梁桥的工作状态特别是承载力做出科学的评判,以便区分轻重缓急,优先实施。

With the development of the prestressed concrete construction technology, more and more prestressed concrete box girder bridges have arisen in our nation. However, after construction, the appearance of the cracks on some of these bridges takes some unfavourable influence on the structures. In common sense, we should take some methods to strengthen and repair these bridges as soon as possible, but because of the civil pecuniary condition, we can't repair all the broken bridges in one time. Therefore a scientific estimation must be made about the load-carrying capacity of these prestressed concrete box girder bridges with cracks, so that we can decide which bridge should be repaired firstly.

随着预应力施工技术的不断进步,我国已拥有越来越多预应力混凝土箱形梁桥,这些桥在使用一段时间后,有很大一部分箱梁出现了大量的裂缝,这些裂缝的出现对桥梁结构将产生不利的影响,所以应尽可能的对其进行加固修补,但限于国内实际经济状况,我们不可能一次性全部进行加固改造,需要对在役的这些开裂后的预应力梁桥的工作状态特别是承载力做出科学的评判,以便区分轻重缓急,优先实施。

Plimsoll line waterline, usually refers to the summer load line ship, with S said that ships with the maximum draft is the depth of the region in summer.

Plimsoll line 吃水线,通常指船舶夏季载重线,用S 表示,表明船提出与夏季区域是最大吃水深度。

In addition, results of this thesis show that the fatigue life significantly decreases with increasing axle load of vehicle in a power function with a negative exponent.

这一点与我国设计规范的设计理念有悖;本文结算结果显示:随负荷量的增加,沥青路面的疲劳寿命呈指数形式下降,因此道路超载不容忽视。

In this dissertation, incorporating the level set algorithm, the gradient projection method, the nonlinear mapping technique, the return mapping algorithm and the mean curvature flow technique into topological optimization theory, a level set algorithm for topology optimization with multi-material structures is put forward, which can optimize a problem with general objective functions, multi-constraints, multi-materials and multi-load cases.

同时,又将拓扑导数理论和水平集算法结合起来,提出了结构拓扑优化的拓扑导数与水平集算法,进一步提高了计算效率。

By combination of the finite differential technique with the upper bound elemental technique, simulation for the technology of extrusion directly following liquid infiltration which involves infiltration, solidification, and large plastic deformation in one process has been realized and the essences of various technical processes have been revealed by their corresponding simulation results showing the variation of the infiltrated depth and the temperature field with time during infiltration, the punch position, the solidification development of the matrix alloy, the state of the composite within the deforming zone, and the forming load required at different times during extrusion.

采用有限差分法和上限元法相结合,对融浸渗、凝固和大塑性变形为一体的液态浸渗后直接挤压工艺过程进行了数值模拟,从浸渗时浸渗深度与坯料温度场随时间的变化以及挤压过程不同时刻的冲头压下位置、坯料凝固情况、变形区坯料状态、成形载荷大小等方面揭示了不同工艺条件下的各种挤压过程的实质。

It is a new high-tech enterprise of dalian.at present, factory occupation of land is 18000 square meter, building area is 12000 square meter, fix assets appropriate 60 million .our company incorporates scientific research and development, manufacturing and marketing service into an organic whole, technical force is rich, in approximately 100 works, the personnel of junior college and the above academic account for 1/3, among them there is middle and high ranking title for technical personnel that more than ten people .it is load production line one technologically advanced ,well equipped production and check out equipment of subject with to paint with numerical control puncher many word location bus bar person who process.

目前厂区占地近18000平方米,建筑面积达12000平方米,固定资产近6000万元;本公司集科研开发、生产制造和营销服务于一体,技术力量雄厚,150余名员工中,具有中高级技术职称的有20余人;加之以数控冲床、多功位母线加工机和涂装生产线等为主体的一批技术先进、装备精良的生产与检测设备,并辅以计算机网络化设计与现代化管理,从而为本公司各类产品的高性能、高质量构筑了坚实可靠的基础。

Its amount has relation with acting load. The influence on sectional curvature of bending components is the greatest one, the ultimate curvature of corroding section decrease obviously, and the sectional curvature increases rather sharply with the increase of rust rate during the process of corrosion. The anti-cracking capacity of prestressed bending R. C. components may be damage. For the convenience of engineering usage and damage evaluation of structure, this paper presents a concept of sectional damage coefficient on the foundation of experimental and treatment study.

试验与理论研究均表明,受压区钢筋锈蚀后对普通钢筋混凝土和预应力钢筋混凝土受弯构件的承载力影响均不大,但对构件的正常使用性能有较显著的影响,受压区钢筋锈蚀过程中,截面刚度有较显著的下降,挠度及受压区混凝土压应变随锈蚀量增加而增加,增加值与使用荷载大小有关;受弯构件的截面曲率所受影响最大,锈蚀后截面的极限曲率有明显的下降,在使用荷载作用下,截面曲率则随钢筋锈蚀量的增加而有较显著的增加;而预应力混凝土受弯构件的抗裂度会下降。

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This one mode pays close attention to network credence foundation of the businessman very much.

这一模式非常关注商人的网络信用基础。

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