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- correlation in bending bearing capacity 抗弯承载力相关关系
- Simulate experimental study on bending bearing capacity of the colour steel sandwich panel 彩钢夹芯板受弯承载力模拟试验研究
- Bending Bearing Capacity of Reinforced Concrete Beam Strengthened by Hybrid Fiber Sheet 混杂纤维布加固钢筋混凝土梁抗弯性能研究
- ANALYSIS OF BENDING BEARING CAPACITY OF END-PLATE BEAM-TO-COLUMN COMPOSITE JOINT 端板连接组合节点抗弯承载力的分析
- Correlation model of bending bearing capacity between prestressed slab and laminated slabs 预应力混凝土叠合板与薄板抗弯承载力相关关系分析
- Experimental study on bending bearing capacity of reinforced concrete T-section beams strengthened with CFRP 特殊荷载作用下钢筋混凝土桥T形梁碳纤维加固的抗弯试验研究
- The calculation of bending bearing capacity of right section in Technical specification for retaining and protection of building foundation excavations 基坑支护技术规程正截面受弯承载力计算解析
- Bending Bearing Capacity of Concrete Beam Strengthened by Adding Tensile Reinforcements Taking into Account the Secondary Load 增补受拉钢筋加固砼梁二次受力时的抗弯承载力
- bending bearing capacity 受弯承载力
- Bearing capacity research of high and low ACSR. 高(浅)拱形波纹钢屋盖承载力的研究。
- The speed index is the development index of the bearing capacity. 速度指标为承载力发展指数。
- Study on environmental bearing capacity and its quantification. 环境承载力的本质及其定量化初步研究。
- Bearing capacity research of ACSR with unequal altitude support. 支座不等高拱形波纹钢屋盖承载力的研究。
- Conic roller bearing is used for desirable bearing capacity. 园锥滚柱轴承,承载力大。
- The bearing capacity is related to many factors such as width and space of CFS. 承载力的提高与碳纤维布条的幅宽、净间距等因素有关,试验测得在不同的条件下,承载力的提高幅度为19%25~37%25。
- The test results of 27 specimens show that the bearing capacity of lapped continuous battens is related to the stiffness of overlapping part,bending moment,effective section modulus and so on. 在球铁基体上激光熔覆铁基合金,对多道搭接时激光熔池的凝固速率、"二次加热"效应以及熔体的对流行为对搭接熔覆层组织、成分、性能的影响进行了分析。
- Lining cracks will affect the bearing capacity and the safety of tunnels. 隧道衬砌开裂将影响隧道的承载能力和使用安全。
- The current formula of bearing capacity of compound foundation is revised. 并对目前复合地基承载力的计算公式进行了修正。
- The ultimate uplift bearing capacity,failure mechanism of piles were studied. 研究了极限上拔承载力和抗拔桩的破坏机理。
- The formula for evaluating the horizonta l limit bearing capacity is suggested. 建议了计算单桶基础水平极限承载力的关系式。