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2140) On the Prefabric Structural Design of Steel Concrete Members(Structure)

机译：2140）关于钢混凝土构件（结构）的预制结构设计

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Takekazu Taguchi; Masami Sakai; Kimio Higashino;
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年度 1964
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1. Fatigue Design of Steel and Composite Structures Eurocode 3: Design of steel structures, Part 1-9: Fatigue Eurocode 4: Design of composite steel and concrete structures [J] . Zvaranie . 2012,第3a4期

机译：钢结构和复合结构的疲劳设计欧盟规范3：钢结构设计，第1-9部分：疲劳欧洲规范4：复合钢和混凝土结构的设计
2. Research on the structural design and the shock-resistant performance of the steel beam-concrete column frame structure [J] . WANG Qiao 国际英语教育研究：英文版 . 2019,第002期

机译：钢梁混凝土柱框架结构的结构设计及抗震性能研究
3. Structural-scale modeling of the active confinement effect in the steel-concrete bond for reinforced concrete structures [J] . Turgut C., Jason L., Davenne L. Finite Elements in Analysis and Design . 2020,第May期

机译：钢筋混凝土结构钢-混凝土粘结中主动约束效应的结构尺度模拟
4. Design of safe timber structures - How can we learn from structural failures in concrete, steel and timber? [C] . Eva FRUEHWALD, Sven THELANDERSSON World conference on timber engineering . 2008

机译：安全的木结构设计-我们如何从混凝土，钢材和木材的结构破坏中学习？
5. Structural design language and a knowledge-based expert system for design of steel building structures. [D] . Paek, Yong Joon. 1988

机译：结构设计语言和基于知识的钢结构设计专家系统。
6. Balance Fatigue Design of Cast Steel Nodes in Tubular Steel Structures [O] . Libin Wang, Hui Jin, Haiwei Dong, 2013

机译：管状钢结构中铸钢节点的平衡疲劳设计
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. Strength Design of Reinforced Concrete Hydraulic Structures. Report 2. Design Aids for Use in the Design and Analysis of Reinforced Concrete Hydraulic Structural Members Subjected to Combined Flexure and Axial Loads [R] . Liu, T. C., Gleason, S. 1981

机译：钢筋混凝土水工结构的强度设计。报告2.用于钢筋混凝土水工结构构件设计和分析的设计辅助装置，用于组合弯曲和轴向载荷

2140) On the Prefabric Structural Design of Steel Concrete Members(Structure)

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