One of these kinetic models is first chosen to describe bulk moulding compound(BMC) cure reaction behavior;and DSC experiment shows the curing kinetic model predictions match experiment data reasonably.
分析了几种适用于不饱和聚酯树脂固化反应动力学模型及其参数确定的方法 ,并首次使用模型之一来描述以不饱和聚酯树脂为基体的预制整体模塑料 (BMC)的固化反应行为 ,DSC实验表明实验情况与理论结果相吻合。
Essentials of Quality Control in Entire Precast Construction of Qingdao Bay Bridge 60m Prestressed Concrete Box-girder
青岛海湾大桥60米预应力混凝土箱梁整体预制施工质量控制要点
Key Points of Construction Quality Control of Precasting 60-m Full Span PC Box Girders for Qingdao Bay Bridge
青岛海湾大桥60m预应力混凝土箱梁整体预制施工质量控制要点
Adjusts the overall key in semitone steps. Double-click the slider to restore the default value.
调整整体的音高，双击控制钮可回复原始预设值。
Technical and Economic Analysis on Integral Assembly of Prefabricated Monolithic Floor
预制装配整体式楼盖的技术经济分析
Large Steel Tank the Overall Migration and Risk Prevention
大型钢制油罐的整体迁移与风险预防
Application of Ready-made Pre-strength Concrete Fitting in Integral Building Framework;
预制预应力混凝土装配整体式房屋结构的应用
Preform Structure Simulation and Elastic Properties Prediction of Three Dimensional Braided Carbon/Carbon Composite;
三维整体编织C/C复合材料预制体结构仿真与弹性性能预测
Seismic Research by Experiment for the Joint of Framed Structures Comprised of Precast Prestressed Concrete Components(Scope System);
预制预应力混凝土装配整体式框架结构（世构体系）节点试验研究
Discussion on Construction of the Precaution System of Service Crime;
论我国预防职务犯罪工作机制的整体建构
The Co-Affect Analysis of Bridge Deck and Precast Beam
桥面整体化层与预制梁共同工作性能研究
Design and Application of Assembly Integral Shear Wall Residence with Prefabricated Reinforced Concrete
全预制装配整体式剪力墙住宅结构设计及应用
Adjusts the overall tuning in 0.1 Hz steps. Double-click the slider to restore the default value.
微调音高，调整整体的音高，双击控制钮可回复原始预设值。
Seismic Behavior of Frame Comprised of Precast Prestressed Concrete Components
预制预应力混凝土装配整体式框架抗震性能研究
An Investigation on the Regulation and Operation Status of the Investigation and Interrogation System since Its Reform
侦审体制改革以来我国侦查预审制度调整与运行状况的考察
monoblock prestressed concrete sleeper
整体预应力混凝土轨枕
Steel tube pile foundation was controlled with neither settlement, nor pre-compaction, and supervised in a whole during construction.
钢管桩基础以零沉降控制,免预压,施工中整体监控。
The box girders were to be precast units, bonded together in place at the joints with an epoxy resin.
箱梁采用预制构件，在现场连接处涂以环氧树脂，以粘结成为整体。
Fabrication Technique and 3D Shape Simulation for Integral Pre-assembly of Steel Tower Segments in Nanjing 3rd Yangtze River Bridge;
南京长江三桥钢塔节段制造及整体预拼的三维仿形分析