Distance circuit in the case of concrete encapsulation technique for structural steels operate.

• 1. 用于在提供直流电压的情况下运行机动车中的电机的电路装置 [P] . 中国专利： CN107206904B . 2019.11.08
• 2. 用于在提供直流电压的情况下运行机动车中的电机的电路装置 [P] . 中国专利： CN107206904A . 2017-09-26
• 3. In the steel sheet concrete structural beam where the 1st steel sheet of the steel sheet concrete structural beam and [P] . 日本专利： JP3758964B2 . 2006-03-22

  机译： 在钢板混凝土结构梁中，第一个钢板的钢板混凝土结构梁和

• 4. TIMBER ENCAPSULATED CONCRETE-STEEL COMPOSITE STRUCTURAL TRUSS OR SPACE FRAME MEMBER [P] . MY143281A . 2011-04-15

  机译： 木材封装的混凝土组合结构桁架或空间框架成员

• 5. STEEL STRUCTURAL MEMBER WITH PROTRUDED PATTERNS AND CONCRETE-FILLED STRUCTURAL MEMBER HAVING A COMPOSITE SECTION USING THE SAME CAPABLE OF PREVENTING SLIPPING BETWEEN A STEEL SURFACE AND CONCRETE [P] . 韩国专利： KR20110096099A . 2011-08-29

  机译： 具有突出花纹和混凝土结构构件的钢结构构件具有复合截面，使用相同的能力可以防止钢表面和混凝土之间的滑动

• 1. 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
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• 3. Classification of Ultrasonic Signs Pre-processed by Fourier Transform through Artificial Neural Network Using the Echo Pulse Technique for the Identification of Defects in Welded Joints of Structural Steel [J] . Renata Torres Melo Sotero, Maria Clea S. de Albuquerque, Francisco G. de Paula, 机械工程与自动化：英文版 . 2015,第005期
• 4. Structural health monitoring and damage evaluation for steel confined reinforced concrete column using the acoustic emission technique [C] . Fangzhu Du, Dongsheng Li SPIE Smart Structures and Materials + Nondestructive Evaluation And Health Monitoring Conference . 2018
• 5. Structural behaviour of steel columns and steel -concrete composite girders retrofitted using CFRP [D] . Shaat, Amr Abdel Salam 2008
• 6. Development of Hollow Steel Ball Macro-Encapsulated PCM for Thermal Energy Storage Concrete [O] . Zhijun Dong, Hongzhi Cui, Waiching Tang, 2016
• 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
• 8. Lead Attachment and Encapsulation Techniques for Thin Film Microcircuits [R] . Everett, P. N. 1965

• 1. Structural Behavior of Repaired Reinforced Concrete Beams with Glued Steel Plate and Carbon Fiber [J] . Aamer Najim Abbas . 土木工程与建筑 . 2014,第012期
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