1) steel reinforced ultra high-strength concrete
钢骨超高强混凝土
1.
Experimental research on steel reinforced ultra high-strength concrete short columns in seismic performance;
钢骨超高强混凝土短柱抗震性能试验研究
2) steel high reinforced concrete
高强钢骨混凝土
3) steel reinforced high-strength concrete
钢骨高强混凝土
1.
Study on the behaviors of steel reinforced high-strength concrete columns;
钢骨高强混凝土柱的稳定承载力研究
2.
Study on the effects of seismic behavior of steel reinforced high-strength concrete columns;
钢骨高强混凝土柱抗震性能影响因素的研究
3.
Through 12 specimens experimentation study of steel reinforced high-strength concrete columns,it is analyzed the influence of slenderness ratio,axial compression ratio,stirrup ratio and steel form on the bearing capacity of columns.
通过12根钢骨高强混凝土柱的承载力试验,分析了长细比、轴压比、配箍率及钢骨形式对柱受力性能的影响,发现钢骨高强混凝土柱的受力性能除对轴压力系数、长细比敏感外,钢骨形式也是一个重要的影响因素,对于钢骨形式不同的钢骨高强混凝土柱,可适当调整其轴压力系数限值。
4) steel reinforced high strength concrete
钢骨高强混凝土
1.
With ANSYS software, the simulated calculation of steel reinforced high strength concrete (HSRC) column / high strength reinforced concrete (HRC) beam frame side joints under the earthquake week cycle load is made and the limited capacity is determined.
利用ANSYS软件,对5个不同参数下的钢骨高强混凝土柱/钢筋高强混凝土梁框架边节点进行了在低周期反复载荷作用下的模拟计算,确定了各个试件的节点承载力。
2.
With ANSYS software, the numerical simulation of the side joints in a steel reinforced high strength concrete (HSRC) column / high strength reinforced concrete (HRC) beam frame has been made.
利用ANSYS软件,对钢骨高强混凝土柱/钢筋高强混凝土梁框架边节点进行了模拟计算,根据其在低周期反复荷载作用下的滞回性能描绘出了骨架曲线。
3.
To make sure the steel reinforced high strength concrete frame side joint shear capacity,the principally factor of affecting steel reinforced high strength concrete frame side joint shear capacity has been confirmed by tests.
为了确定钢骨高强混凝土框架边节点的抗剪承载力,根据试验确定了影响钢骨高强混凝土框架边节点抗剪承载力的主要因素,介绍了节点试验的加载和测量方法,明确了影响节点承载力的主要因素为含钢率、轴压比和配箍率。
5) HSRC
钢骨高强混凝土
1.
Design of HSRC frame joint based on BP network;
基于BP网络的钢骨高强混凝土框架边节点设计
2.
It is very difficult to forecast HSRC frame joints with classical math and mechanics.
针对高强钢骨混凝土框架存在高非线性 ,用经典的力学和数学很难来预测高强钢骨混凝土框架节点的延性性能 ,利用神经网络的自组织、自学习、非线性动态处理等特性 ,建立钢骨高强混凝土框架节点延性预测神经网络模型 ,实际检测证明 ,此方法的节点延性预测结果于实测结果吻合较好 。
3.
Based on the test results,the cracking load of steel reinforced high strength concrete(HSRC)column/high strength concrete(HRC)beam frame side joint has been ascertained,and the factor of affecting cracking load has been assayed.
根据试验的结果,确定了钢骨高强混凝土柱/钢筋高强混凝土梁框架边节点的开裂荷载,以及影响开裂荷载的因素。
6) steel high-strength reinforced concrete
钢骨高强混凝土
1.
Research on limit values of axial compression ratio of steel high-strength reinforced concrete columns;
钢骨高强混凝土柱轴压力系数限值的研究
2.
Research on sensitive factors in behaviors of steel high-strength reinforced concrete columns;
钢骨高强混凝土柱抗震性能敏感性因素的研究
补充资料：高强混凝土
分子式：
CAS号：
性质：具有高强度的混凝土。根据我国混凝土的设计和施工水平，认为强度等级达到或超过C50的混凝土为高强混凝土。高强混凝土的特点是耐久、强度高、变形小，能适应大跨度、重载、高层发展，能承受恶劣的环境条件。主要应用于露天的、遭海水侵蚀的、受高速流体冲刷的或易遭碰撞的工程建筑物。
CAS号：
性质：具有高强度的混凝土。根据我国混凝土的设计和施工水平，认为强度等级达到或超过C50的混凝土为高强混凝土。高强混凝土的特点是耐久、强度高、变形小，能适应大跨度、重载、高层发展，能承受恶劣的环境条件。主要应用于露天的、遭海水侵蚀的、受高速流体冲刷的或易遭碰撞的工程建筑物。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条