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1)  low section
低矮截面
1.
Space shellfinite element method is applied to analyze systematically the shear lag effect inlow section box girder bridges (single box and double box) The conclusion in the paper is providedfor the designers and to perfect the formulas concerned in the standar
采用空间薄板有限元法, 以福建莆田新厝店互通立交桥为背景, 分析了低矮截面箱梁桥( 包括单箱单室弯箱梁和双箱单室直线梁) 的剪滞效应, 为此类桥型结构设计提供依据, 同时也为完善桥规有关箱梁剪滞计算内容提供参考
2)  low rigidity,variable cross-section shaft
低刚度、变截面轴
3)  low-pressure conductor section
低压导线截面
1.
The selection of low-pressure conductor section should consider minimize section,transformer capacity,several conductor list tables.
低压导线截面的选择,有关的文件只规定了最小截面,有的以变压器容量为依据,有的选择几种导线列表说明,在供电半径上则规定不超过0。
4)  low-rise buildings
低矮房屋
1.
A model building of L×B×H=6 m×4 m×4 m was constructed to study the wind pressure distributions on low-rise buildings at seashore.
为准确研究低矮房屋的风载特性,建造了尺寸为6m×4m×4m(长×宽×高)的全尺寸实测房屋,在屋面上设置了46个测点观测在沿海风场下的屋面风压。
2.
A numerical simulation was carried out for mean wind pressures acting on low-rise buildings with flat roof utilizing the CFD software CFX10 with turbulent SST k-ω model and structured meshing.
利用CFD软件CFX10,采用SSTk-ω模型和结构化网格对一平屋顶低矮房屋表面平均风压进行了数值模拟,结果跟实测以及风洞实验的数据吻合得较好,在此基础上模拟了4种带实体女儿墙的平屋顶低矮房屋屋顶风压。
3.
Cladding failure of a great large number of low-rise buildings has occurred after the wind disaster.
风灾后有大量的低矮房屋的维护结构遭到了破坏,且大多源于屋面结构的破坏,其原因是屋面结构的薄弱部位没有加强抗风处理,台风袭击过程中往往这些薄弱地方先行破坏,导致整个维护结构破坏。
5)  low-rise building
低矮建筑
1.
provided by professional computational fluid dynamics software Fluent 6, the 3D steady wind flow field around standard low-rise building TTU in atmospheric boundary layer is numerically simulated.
基于专业计算流体动力学软件平台FLUENT6提供的标准k?ε等多种湍流模型对大气边界层中的TTU(Texas Tech University Building Model)标准低矮建筑的定常风场进行了数值模拟,并将计算结果与场地实测数据及同济大学TJ-2风洞试验结果进行了比较。
2.
A numerical study is carried out,with RANS based SST(Shear Stress Transport) k-ω turbulent model,to simulate mean wind pressure on and flow pattern around gable-roofed low-rise building under different roof angles.
采用基于RANS的SST(Shear Stress Transport)k-ω湍流模型对不同屋面坡角下双坡屋顶低矮建筑的表面风压及周围定常风场进行数值模拟,深入分析了坡角对结构周围流场及其表面风压的影响。
6)  low dam and sluice
矮坝低闸
1.
On the basis of characteristies diversion dam for Nenan Canal headwork this paper put forward a plan with low dam and sluice,which was advantageous to prevent flood,ice and silt and centribute to save guantity and investment.
针对讷南渠首拦河坝工程特点及存在问题,通过多种改造方案比较,提出了合理利用原坝体石料,有利于防洪、排冰及防淤的矮坝低闸改造方案,具有工程量小、投资少、施工快等优点。
补充资料:低矮
1.又低又矮,不高。 2.短浅。 3.减弱,减退。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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