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Directions of Convergence of the Requirements of the Main Domestic Standard for the Design of Concrete and Reinforced Concrete Structures SP 63.13330.2012 with the Requirements of the International Standard ISO 19338

机译：融合了钢筋混凝土结构设计的主要国内标准要求的方向，具有国际标准ISO 19338的要求

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Sergey B. Krylov; Ravil S. Sharipov; Sergey A. Zenin; Yury S. Volkov;
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1. Comparison Of Performance Of Standard Concrete And Fibre Reinforced Standard Concrete Exposed To Elevated Temperatures [J] . K.Srinivasa Rao, S.Rakesh kumar, A.Laxmi Narayana American Journal of Engineering Research . 2013,第3期

机译：高温下标准混凝土和纤维增强标准混凝土性能的比较
2. Proposed Standards 'Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349) and Commentary' [J] . Concrete international . 2012,第11期

机译：拟议标准“与核安全有关的混凝土结构规范要求（ACI 349）和评注”
3. Requirements and test methods for on site domestic wastewater treatment plants: the European standard (prEN 12566-3) compared to other international standards [J] . Nonet S Water Science and Technology . 2005,第10期

机译：现场生活污水处理厂的要求和测试方法：欧洲标准（prEN 12566-3）与其他国际标准的比较
4. THE NEW CIS INTER-STATE STANDARD 'PROTECTION OF CONCRETE AND REINFORCED CONCRETE STRUCTURES AGAINST CORROSION. GENERAL TECHNICAL REQUIREMENTS' [C] . Vyatcheslav R. Falikman Concrete durability and service life planning - Concretelife '09 . 2009

机译：新的CIS州际标准“防止腐蚀的混凝土和钢筋混凝土结构”。一般技术要求
5. A Standard Tensile Testing Procedure for Fiber-Reinforced Concrete (FRC) and Ultra-High-Performance Fiber-Reinforced Concrete (UHP-FRC) Based on Double Punch Test (DPT) [D] . Tuladhar, Shuveksha 2017

机译：基于双冲压试验（DPT）的纤维混凝土（FRC）和超高性能纤维混凝土（UHP-FRC）的标准拉伸试验程序
6. Spalling Resistance of Fiber-Reinforced Ultra-High-Strength Concrete Subjected to the ISO-834 Standard Fire Curve: Effects of Thermal Strain and Water Vapor Pressure [O] . Taegyu Lee, Gyuyong Kim, Gyeongcheol Choe, 2020

机译：纤维增强超高强度混凝土的剥落电阻对ISO-834标准火灾曲线进行：热应变和水蒸气压力的影响
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Changes to Technical Manual 5-1300 Governing Shear Reinforcing Requirements for Blast Resistant Concrete Reinforced Structures [R] . Ross, B. L., Zehrt, J. W. 1990

机译：对抗爆混凝土加固结构的理论剪切钢筋要求的技术手册5-1300的变更

Directions of Convergence of the Requirements of the Main Domestic Standard for the Design of Concrete and Reinforced Concrete Structures SP 63.13330.2012 with the Requirements of the International Standard ISO 19338

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