1、

The Design of Stand with Cement Steel Wire Net thin Shell Arch, Unidirection Suspension Structure

水泥钢丝网薄壳拱、单向悬挑结构看台设计

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2、

New Shell Element for Arch Dam Stress Analysis

一种新板壳单元在拱坝应力分析中的应用

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3、

Structural Design of a Composite Torsional Shell with Double Arch Paraboloid

华南理工大学体育馆钢筋混凝土双曲抛物面组合扭壳设计

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4、

Reservation of more than 2 cm pro-theca and rectus abdominis below costal arch at the flag will protect effectively subcostal artery from injury.

将肋弓下2cm以上的腹直肌前鞘和腹直肌完全保留在皮瓣上可有效保护肋缘动脉。

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5、

The subcostal arteries derived from inferior abdomen artery and 1.25 ± 0.37 cm away from costal arch.

腹壁上动脉在与肋弓下缘交界附近发出一肋缘动脉,距肋弓1.25±0.37cm。

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6、

Study on the method of analysis for double curvature arch dam

双曲拱坝分析的研究

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7、

On High Concrete Double Curvature Arch Dam Temperature Control Costs

高混凝土双曲拱坝温控费用研究

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8、

In the method of curved bar units, a arch dam is seperated into space rigid framed structures and curved bars are taken as the basic units of calculation.

曲杆单元法将拱坝分离成空间刚架结构,将曲杆作为计算基本单元。

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9、

The Method of Curved Bar Units for the Analysis of Arch Dam Stresses

拱坝应力分析的曲杆单元法

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10、

Geomechanical Model Stability Test for Jiangkou Double-Curved Arch Dam

江口双曲拱坝整体稳定地质力学模型试验研究

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11、

Design of the Tangxian concrete stone-masonry double-curved arch dam in Nandan county

南丹县塘仙混凝土砌石双曲拱坝设计

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12、

Stress Intensity Calculation of Arch Frame Structure for Large-scale Vertical Cylindrical Tank

拱支叉筒网壳稳定性分析与风压数值模拟大型立式圆筒形储罐拱架应力强度计算

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13、

Then the shear bearing capacity of corroded RC deep beams without stirrups is calculated on the basis of a combined resistance of beam action and arch action; and then the formula of the load capacity of corroded RC deep beams without stirrups is suggested.

再在梁-拱共同作用抵抗剪力的机制上,计算了无腹筋锈蚀钢筋混凝土深梁的抗剪承载力,进而提出了无腹筋锈蚀钢筋混凝土深梁的承载力计算公式。

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14、

Integrated Construction Technology of Rigid Tie Beam of Long Span Through Steel Tube Arch Bridge

大跨度下承式钢管混凝土拱桥刚性系梁综合施工技术

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15、

Study on Bonding Strength of Horizontal Bedding Joint against High Arch Dam's Bearing Capacity

水平层缝结合强度对高拱坝承载能力的研究

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16、

Because of its merits of high carrying capacity, upstanding plasticity and toughness, construction convenience, better economic effect and better foundation adaptability, the concrete filled steel tube bow string arch bridge is one of the bridge structures that have broad prospects for development.

钢管混凝土系杆拱桥由于具有承载力高、塑性和韧性好、施工方便、经济效果好和地基适应性强等优点,是发展前景广阔的一种桥梁结构。

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17、

Plastic? Coefficient method for prestressed concrete single bowstring arch beam bridge

单拱面预应力混凝土系杆拱梁桥极限承载力分析的截面内力塑性系数法

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18、

Internal Force Analysis of Bowstring Arch Bridge in Different Construction Method

探索了施工方法。系杆拱桥不同施工方法的内力分析

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19、

Study on Static Load Test of Steel-pipe Concrete Bowstring Arch Bridge under Service

在役钢管混凝土系杆拱桥静载试验研究

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20、

Study of Mechanical Characteristics of Basket Bowstring Arch Bridge

提篮式系杆拱桥力学特性研究

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