B3徐变模型,B3 creep model
1)B3 creep modelB3徐变模型
2)creep model徐变模型
1.Based on Chongqing Shibanpo Changjiang Bridge,using thecreep model of CEB-FIP(MC90),the deformation,internal force and prestress losses of creep responses at ten years after the completion of the bridge are analysed.本文以重庆石板坡长江大桥为工程背景,采用CEB-FIP(MC90)的徐变模型,对成桥十年后该桥的徐变效应引起的桥梁变形、内力和预应力损失进行了计算分析,分析结果对该类桥梁的施工分析及设计具有一定的借鉴作用。
英文短句/例句
1.Research on Concrete Creep in Pre-camber Setup of Bridge;混凝土徐变模型在桥梁预拱度设置中的分析比较
2.An ameliorative nonlinear creep model and its application to thermal stress simulation during construction period改进的非线性徐变模型及其在混凝土坝施工期温度应力仿真分析中的应用
3.Study on Creep of Reinforced Concrete Beams Based on B3 Model;基于B3模型的钢筋混凝土梁徐变研究
4.Shrinkage and Creep Analysis of Mega Vertical Members Based on Model B3基于B3模型的巨型竖向构件收缩徐变分析
5.Study on Creep of Concrete Filled Steel Tubular Members Based on B3 Model;基于B3模型的钢管混凝土构件徐变研究
6.Creep computation module of self-stressing concrete-filled steel tube under axial load钢管自应力混凝土轴压柱的徐变计算模型
7.Experimental Study and Model Predictive of Recycled Aggregate Concrete Creep再生混凝土徐变度试验研究及模型预测
8.Analysis of Creep Effects on Static and Dynamic Behaviors of Concrete Filled Steel Tube Arch Bridges Based on Model B3;基于B3模型的徐变对钢管混凝土拱桥静动力性能影响分析
9.Research on Calculation Models for Hydration Heat, Shrinkage and Creep of Concrete-Filled Steel Tubes;钢管混凝土中核心混凝土的水化热、收缩与徐变计算模型研究
10.Study on Dynamic Changes of Land Use in Xuzhou City Based on Markov Model;基于马尔可夫模型对徐州市土地利用动态变化的研究
11.BASIC CREEP MODEL OF SELF-COMPACTING CONCRETE BASED ON HYDRATION DEGREE AND MATERIAL COMPOSITION基于水化度及其结构组成的自密实混凝土基本徐变计算模型
12.Applying the conversion elastic modulus and conversion coefficient of load, the computer model for calculation of creep secondary internal force for continuous beam bridges is established.应用换算弹性模量和荷载换算系数,建立了计算连续梁桥徐变次内力的计算模型。
13.Experimental Research on Shrinkage and Creep of Prestressed Steel Reinforced Concrete;预应力型钢混凝土收缩徐变试验研究
14.Research on Xuzhou’s Urban Competitiveness Based on"Five-force Model"基于“五力模型”的徐州城市竞争力研究
15.The ANSYS calculation module of mass concrete temperature creeping stress大体积混凝土温度徐变应力的ANSYS计算模块
16.Research on Long-term Behavior and Creep Characteristics of Expansive Concrete;膨胀型混凝土长期性能及徐变特性研究
17.Types and pooling patterns of deep gas reservoirs in Xujiaweizi fault depression徐家围子断陷深层气藏类型及成藏模式
18.Geochemical Migration Model of Heavy Metals in the Bioreator Landfill Site under Simulated Acid Rain Condition模拟酸雨条件下垃圾填埋的重金属地球化学迁移模型——以徐州为例
相关短句/例句
creep model徐变模型
1.Based on Chongqing Shibanpo Changjiang Bridge,using thecreep model of CEB-FIP(MC90),the deformation,internal force and prestress losses of creep responses at ten years after the completion of the bridge are analysed.本文以重庆石板坡长江大桥为工程背景,采用CEB-FIP(MC90)的徐变模型,对成桥十年后该桥的徐变效应引起的桥梁变形、内力和预应力损失进行了计算分析,分析结果对该类桥梁的施工分析及设计具有一定的借鉴作用。
3)B3 modelB3模型
1.Afterwards,B3 model is substituted for ACI, CEBFIP, GL2000 model and elastic continuation and plastic flow theory to form 4 new models.本文将基于固结理论的混凝土徐变B3模型运用到钢管混凝土构件徐变的计算中,结合钢管混凝土大小偏心受压以及受弯构件的受力特点,建立了符合混凝土徐变微观机理,考虑核心混凝土徐变特点的钢管混凝土大小偏心受压以及受弯构件的徐变计算模型。
4)Model B3B3模型
1.Based on the drying creep of theModel B3, this paper analyzes the effects of humidity field on creep of RC beams.在此工作基础上,应用B3模型和有限元方法,建立考虑湿度场的钢筋混凝土梁徐变计算方法。
2.The shrinkage and creep behavior of the mage vertical members are studied based on model B3.在目前已有的收缩徐变模型中,只有B3模型正确地反映了湿度扩散的尺度效应。
5)shrinkage and creep model收缩徐变模型
6)Guo-Xu model过-徐模型
1.Three-dimensional damage model of concrete based on revised Sargin equation andGuo-Xu model;基于改进Sargin方程和过-徐模型的混凝土三维损伤模型
延伸阅读
[3-(aminosulfonyl)-4-chloro-N-(2.3-dihydro-2-methyl-1H-indol-1-yl)benzamide]分子式：C16H16ClN3O3S分子量：365.5CAS号：26807-65-8性质：暂无制备方法：暂无用途：用于轻、中度原发性高血压。
