System for passive protection against fire of steel structures portantes as beams and columns in buildings and industrial property

• 1. 一种钢结构框架旧建筑物柱梁节点加固结构 [P] . 中国专利： CN213774599U . 2021-07-23
• 2. 一种钢结构框架旧建筑物柱梁节点加固结构 [P] . 中国专利： CN210563537U . 2020.05.19
• 3. A FIRE PROTECTION SYSTEM FOR WIDE FLANGE STEEL COLUMNS AND BEAMS [P] . 欧洲知识产权局专利： EP2670925B1 . 2015-09-30

  机译： 宽法兰钢柱和梁的防火系统

• 4. A FIRE PROTECTION SYSTEM FOR WIDE FLANGE STEEL COLUMNS AND BEAMS [P] . IN2013DN07541A . 2015-01-02

  机译： 宽法兰钢柱和梁的防火系统

• 5. A FIRE PROTECTION SYSTEM FOR WIDE FLANGE STEEL COLUMNS AND BEAMS [P] . 欧洲知识产权局专利： EP2670925A1 . 2013-12-11

  机译： 宽法兰钢柱和梁的防火系统

• 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
• 2. Effect of Perlite on Fire Protection of Waterborne Coatings for Steel Structure [J] . Hao Huang, Xinguo Ge, Zejiang Zhang, 材料科学与化学工程（英文） . 2020,第012期
• 3. FIRE ASSESSMENT OF STEEL BEAM MEMBERS WITH PARTIAL PASSIVE FIRE PROTECTION COVERAGE [C] . Hunter Smith, Yavuz Ayhan, Ali Sari ASME international mechanical engineering congress and exposition . 2013
• 4. Reduction in fire resistance of steel beams caused by partial fire protection loss. [D] . Kang, Yu. 2006
• 5. Experimental Study on the Fire Performance of Tubular Steel Columns with Membrane Protections for Prefabricated and Modular Steel Construction [O] . Xin Zhang, Lei Peng, Zhao-peng Ni, 2018
• 6. 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

• 1. Moment-Rotation Characteristics for Flexible Beam-to-Column Steel Joint Exposed to Fire [J] . Mariusz Maslak ,Michal Pazdanowski ,Malgorzata Snela . 土木工程与建筑 . 2015,第003期
• 2. Influence of Soil-Foundation Interaction Properties on Oscillations of the System “Building-Building” and “Building-Stack-Like Structure” [J] . Gaibnazar Khodievich Khojmetov ,Alinazar Irismetovich Khodjimetov ,Anvar Sayfullaevich Yuvmitov . 力学国际期刊（英文） . 2015,第6期
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