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- The experiments of 12 steel reinforced concrete (SRC) columns were carried out in fire. 摘要进行了12个钢骨混凝土柱火灾下反应的试验。
- Four calculation methods of fiexure strength of steel reinforced concrete (SRC) elements are introduced in this paper. 本文介绍了四种钢骨混凝土构件正截面承载力计算方法。
- Steel Reinforced Concrete (SRC) structure is widely used in high-rise buildings. 摘要型钢混凝土结构是现今高层建筑中经常采用的结构形式。
- This thesis firstly introduced the properties,the history and the base form of Steel Reinforced Concrete(SRC). 本文简要介绍了型钢混凝土(SRC)结构的特点,SRC结构的发展史及SRC结构的基本类型。
- This paper firstly introduced the properties,the history and the base form of Steel Reinforced Concrete (SRC). 简要介绍了劲性钢筋混凝土(SRC)结构的特点，SRC结构的发展史及SRC结构的基本类型。
- The catodic protection technology was applied on the steel reinforced concrete in marine splash and tidal range zone in Bohai. 对渤海某海水码头处于飞溅与潮差区的钢筋混凝土承重梁进行了阴极保护的工程实践。
- This paper analyzes the construction styles and influence factors of shear-carrying capacity for commonly used solid-web steel reinforced concrete beam-column joints. 摘要分析了当前较常用配实腹型钢混凝土梁柱节点的构造形式、配实腹型钢混凝土梁柱节点抗剪承载力的影响因素。
- AIJ, "AIJ Standard for Structure Calculation of Steel Reinforced Concrete Structure Reinforced Concrete Structures," Architectural Institute of Japan, September, 1991. 林聪悟，王承顺，秦志中，"钢骨钢筋凝土挠曲强度设计之探讨"，结构工程第十二卷第一期，民国八十六年六月。
- This paper discussed the related parameters and important constructional matters in using soundless broken preparation for demolishing concrete and steel reinforced concrete. 以施工实例阐述了无声破碎剂在拆除混凝土和钢筋混凝土时的有关参数及施工注意事项。
- As a kind of growing-up aseismatic structure, steel reinforced concrete(SRC) has shown the world the extraordinary seismic performance in all previous earthquakes. 钢骨混凝土结构作为日益成熟的抗震结构,在历次地震灾害中都表现出了非凡的抗震能力。
- In the course of excavating and constructing the underwater bridge foundation of Hangzhou Canal Bridge,the steel reinforced concrete sunk well is used as the enclosure method. 杭州运河桥水下桥基开挖施工中,采用了钢筋混凝土沉井作为围护的方法,该文对沉井构造进行了设计计算,介绍了施工工艺。
- Artificial pile foundation set into rock,skirt building with prestress plane floor and tower building with steel reinforced concrete(SRC)structure are adopted in the project. 工程基础采用人工挖孔嵌岩灌注桩,裙楼采用预应力平板楼盖,塔楼采用钢骨混凝土结构。
- The formulas of calculating resistance statistical parameters are feasible, and it provides basic data to the research on durability assessment of steel reinforced concrete. 结论笔者所建立的抗力统计参数计算公式是合理的，为钢骨混凝土结构耐久性评定等方面研究提供了基本资料。
- Abstract: This paper discussed the related parameters and important constructional matters in using soundless broken preparation for demolishing concrete and steel reinforced concrete. 文摘:以施工实例阐述了无声破碎剂在拆除混凝土和钢筋混凝土时的有关参数及施工注意事项。
- 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。
- In the coures of poured-in-place of steel reinforced concrete frame structure,the key is how to strictly control the movement and verticality of hos line of the post,to make the vertical transmission along axis line. 在高层现浇钢筋混凝土框架结构施工中，要严格控制柱的轴线位移和垂直度，使轴线竖向传递，是高层现浇混凝土框架的关键。
- 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. 摘要利用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。
- Steel Reinforced Concrete (SRC) structure which has the advantages of steel structure and reinforced concrete structure concurrently is a kind of structural with very good development prospect. 型钢混凝土(SRC)结构兼有钢结构和钢筋混凝土结构的优点,而克服其各自的缺点,是一种具有很好发展前景的结构形式。
- Steel reinforced concrete(SRC) specially-shaped column structure is a kind of new structure system,which retains keeps the advantages of specially-shaped columns and SRC structure. 钢筋混凝土异形柱结构,采用异形柱代替传统的矩形柱,构成“隐式框架”,是一种新型住宅结构体系,具有广阔的发展前景。
- AIJ, Standards for Structural Calculation of Steel Reinforced Concrete Structural, Architectural Institute of Japan, Tokyo (1987). 翁正强;王徵文;颜圣益;“方形钢管混凝土柱极限强度设计强度”;中华民国建筑学会第七届建筑研究成果发表论文集;台北;第521-528页（1994）.
