高温承载性能,load-bearing capacity in high temperature
1)load-bearing capacity in high temperature高温承载性能
2)bearing capacity under elevated temperature高温承载力
3)bearing capability承载性能
1.Based on re-classification of Abbott-Firestone curve, surface bearing index, core fluid retention index and valley fluid retention index are introduced to evaluate the bearing capability and lubricant retention property of a machined surface.基于对轮廓支承长度率曲线的重新划分,本文介绍了表面承载指数、核心区液体滞留指数和谷底液体滞留指数三个参数,用来评价表面承载性能和储油性能,同时通过试验验证了三个评价指数的变化规律,说明比其它评价方法具有更明确的物理意义。
2.Based on re classification of Abbott Firestone curve,surface bearing index,core fluid retention index and valley fluid retention index were introduced to evaluate the bearing capability and lubricant retention property of a machined surface.在重新划分Abbott Firestone曲线的基础上 ,引入表面承载指数、核心区液体滞留指数和谷底液体滞留指数三个参数 ,用来评价表面承载性能和储油性能 ,同时通过试验找到三个评价指数的变化规律 ,证明比其它评价方法具有更明确的物理意义。
3.Furthermore, onthespot experimenting data are collected and detailed analysis is made on the bearing capability, load settlement and load shares of the raft and pile, as well as on the displacement, stress and axis stress distribution of the raft.条基-疏桩复合基础是一种新型的桩基形式,介绍了其在某住宅小区的应用,阐述了试验模型、加载系统及测试系统的设计,通过有说明力的现场实测数据分析了条基-疏桩的承载性能,研究了条基-疏桩复合基础的荷载-位移性状、条基的位移及应力性状、桩的轴力分布以及条基-疏桩的荷载分担比。
英文短句/例句

1.Research on the Bearing Behavior of Bored Rock-socketed Piles and Its Bearing Capacity Calculating Methods;钻孔嵌岩桩承载性能研究及其承载力计算
2.Influence of Supporting Point Displacement on Load-carrying Properties of Point-supported Glass Panels支承点位移对点支式玻璃板承载性能的影响
3.A Study on Bearing Behavior of Large Diameter Pile under Vertical Load;大直径桩竖向荷载作用下承载性能理论分析
4.Research on Bearing Performance of Concrete Bridge Flooring under Local Load混凝土桥面板局部荷载作用下承载性能研究
5.Analysis on Wind Load-Carrying Capacity of Double U-Shaped Glass风荷载作用下双层U形玻璃的承载性能分析
6.Research on the Bearing Performance of the Super-Long and Large-Diameter Bored Pile;超长大直径钻孔灌注桩承载性能研究
7.Study on Bearing Behavior of Ribbed and Sand-filled Prestressed Tube Pile;带肋填砂预应力管桩承载性能的研究
8.Experiment on Properties of Load Carrying Capacity of FRP Confined Reinforced Concrete Columns;FRP约束钢筋混凝土柱的承载性能研究
9.The Research on Pile's Bearing Capability of the Gravel Pile Composite Foundation碎石桩单桩复合地基的承载性能研究
10.Comparison experiment on the loading capacity of the branch pile and the pile with constant section支盘桩与等截面桩承载性能对比试验
11.Vertical Bearing Capacity of a Combination of Long and Short Pile Foundation长短组合桩基础的竖向承载性能探析
12.Study on Bearing Capacity of Sea Silt by Compaction Grouting压密注浆提高海淤软土承载性能研究
13.Finite Element Analysis of Bearing Performance of Viaduct Steel Cap高架桥钢盖梁的承载性能有限元分析
14.Research on Bearing and Deflecting Capacity of Point-Supported Glass Plate;点支式玻璃板的承载性能与变形性能研究
15.Study on Bearing Performance of the Piled Raft Foundation of #4 Boiler of Huaneng Yuhuan Power Plant;华能玉环电厂#4锅炉桩筏基础承载性能研究
16.Research on the vertical load-bearing capacity of light block bearing walls with opening轻砌块承重开洞墙体承受竖向荷载的性能研究
17.Study of Load Carrying Capacity of Cold-Formed Square Hollow Section Columns under Axial Load;轴心受压冷弯方管柱承载力性能研究
18.Researches on Structural Performance of Light Gauge Steel Framed Compound Bearing System;轻钢龙骨复合承载体系结构性能研究
相关短句/例句

bearing capacity under elevated temperature高温承载力
3)bearing capability承载性能
1.Based on re-classification of Abbott-Firestone curve, surface bearing index, core fluid retention index and valley fluid retention index are introduced to evaluate the bearing capability and lubricant retention property of a machined surface.基于对轮廓支承长度率曲线的重新划分,本文介绍了表面承载指数、核心区液体滞留指数和谷底液体滞留指数三个参数,用来评价表面承载性能和储油性能,同时通过试验验证了三个评价指数的变化规律,说明比其它评价方法具有更明确的物理意义。
2.Based on re classification of Abbott Firestone curve,surface bearing index,core fluid retention index and valley fluid retention index were introduced to evaluate the bearing capability and lubricant retention property of a machined surface.在重新划分Abbott Firestone曲线的基础上 ,引入表面承载指数、核心区液体滞留指数和谷底液体滞留指数三个参数 ,用来评价表面承载性能和储油性能 ,同时通过试验找到三个评价指数的变化规律 ,证明比其它评价方法具有更明确的物理意义。
3.Furthermore, onthespot experimenting data are collected and detailed analysis is made on the bearing capability, load settlement and load shares of the raft and pile, as well as on the displacement, stress and axis stress distribution of the raft.条基-疏桩复合基础是一种新型的桩基形式,介绍了其在某住宅小区的应用,阐述了试验模型、加载系统及测试系统的设计,通过有说明力的现场实测数据分析了条基-疏桩的承载性能,研究了条基-疏桩复合基础的荷载-位移性状、条基的位移及应力性状、桩的轴力分布以及条基-疏桩的荷载分担比。
4)loading capacity承载性能
1.Influence of glass and joint constraint on loading capacity of monolayer cable net for point supported glass buildings;玻璃及节点约束对单层索网承载性能的影响
2.Test study of loading capacity for glass curtain wall with an invisible single cable隐式单索夹持式玻璃幕墙承载性能的试验研究
3.Test of loading capacity for glass curtain wall with an invisible single cable隐式单索夹持式玻璃幕墙承载性能的试验
5)bearing behavior承载性能
1.Research on axial bearing behavior of large diameter piles;大直径桩的竖向承载性能研究
2.Influence of the cushion to the bearing behavior of the CFG pile composite foundation;褥垫层对CFG桩复合地基承载性能的影响
3.The experimental study pile end post grouting pile bearing behavior of Jiuxugang Bridge九圩港大桥桩端后压浆桩承载性能试验研究
6)bearing capacity承载性能
1.Experimental study on vertical bearing capacity of root foundation;根式基础竖向承载性能的试验研究
2.The achieved results show that the new-type CRG piles can utilize comprehensively the high bearing capacity of rock on the bottom of piles and the high strength of the body of prefabricated pipe piles,so the bearing capaci.介绍3根CRG新型桩在广州跑马地花园的试验情况,并结合静载试验、低应变动测及高应变动力试桩等方法,对3根试验桩的承载性能进行对比研究。
3.The damage caused by earthquake on to shear cracks in the deformation behavior, stress distribution, bearing capacity and failure mechanism of wall-beam are studied.通过 4榀墙梁 (有地震损伤或无地震损伤 )承载性能试验结果 ,探讨了地震损伤后墙梁承载性能的变化规律 ,研究了地震损伤造成的剪切裂缝对简支整体墙梁和中间开门洞墙梁刚度、强度及破坏机理的影响 ,提出地震区简支墙梁设计建
延伸阅读

高温较高的温度,在不同的情况下所指的具体数值不同,例如在某些技术上指几千摄氏度以上,在工作场所指32摄氏度以上。