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AN EXPERIMENTAL STUDY ON EXPLOSIVE DEMOLITION METHODS OF REINFORCED CONCRETE BUILDING

机译：钢筋混凝土建筑爆炸拆除方法的实验研究

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Masanori KINOSHITA; Akemi HASEGAWA; Sakae MATSUOKA; Koji NAKAGAWA;
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年度 1989
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1. Comparative Studies on Calculation Methods of Shear Behavior of Reinforced Concrete Beams of Chinese Modern Reinforced Concrete Buildings [J] . Qing Chun, Koenraad Van Balen, Yidan Han 哈尔滨工业大学学报（英文版） . 2016,第002期

机译：中国现代钢筋混凝土建筑钢筋混凝土梁抗剪性能计算方法的比较研究
2. Experimental Study on Existing Reinforced Concrete Frames Strengthened by L-type Precast Concrete Wall Panels to Earthquake-Proof Buildings [J] . Ha Soo Kyoung, Yu Sung Yong, Kim Jae Suk KSCE journal of civil engineering . 2018,第9期

机译：L型预制混凝土墙板加固抗震建筑物的现有钢筋混凝土框架的试验研究
3. EXPERIMENTAL STUDY ON EXPLOSIVE RESISTANCE OF POLYETHYLENE FIBER-REINFORCED CONCRETE SLABS COMPOSED OF A TWO-LAYER STRUCTURE [J] . Makoto YAMAGUCHI, Kiyoshi MURAKAMI, Koji TAKEDA, バリュ-·ェソヅニアリソグ . 2006,第60期

机译：双层结构聚乙烯纤维增强混凝土板抗爆性能的试验研究
4. Experimental Study on Thermal Conductivity of Concrete for Building Reinforced Concrete Composite Wall [C] . Meijun Lu, Su Yang, Xuezhen Feng, International Conference on Civil Engineering, Architecture and Sustainable Infrastructure . 2013

机译：建筑钢筋混凝土复合墙混凝土热导率的试验研究
5. Study of reinforced concrete building demolition methods and code requirements [D] . Huang, Haibin. 2007

机译：研究钢筋混凝土建筑物的拆除方法和规范要求
6. Development of seismic vulnerability index methodology for reinforced concrete buildings based on nonlinear parametric analyses [O] . Moustafa Moffed Kassem, Fadzli Mohamed Nazri, Ehsan Noroozinejad Farsangi 2019

机译：基于非线性参数分析的钢筋混凝土建筑地震易损性指标方法开发
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. Study of Explosive Demolition Techniques for Heavy Reinforced and Prestressed Concrete Structures. [R] . Fleischer, C. C. 1985

机译：重，预应力混凝土结构爆破拆除技术研究。

AN EXPERIMENTAL STUDY ON EXPLOSIVE DEMOLITION METHODS OF REINFORCED CONCRETE BUILDING

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