APPLICATION OF FUZZY MATHEMATICS AND METHOD OF APH IN SAFETY MANAGEMENT OF BLAST FURNACE SYSTEMS

Yang Jianxin; Yang Jianping; Zhou Chenghua

doi:10.13204/j.gyjz200906026

Volume 39 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(6): 108-111

Tao Zhong, Han Linhai, Zheng Yongqian, Huang Hong. FLEXURAL BEHAVIORS OF CONCRETE-FILLED DOUBLE-SKIN (CHS INNER AND SHS OUTER)STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 6-9,5. doi: 10.13204/j.gyjz200401002

Citation:

Yang Jianxin, Yang Jianping, Zhou Chenghua. APPLICATION OF FUZZY MATHEMATICS AND METHOD OF APH IN SAFETY MANAGEMENT OF BLAST FURNACE SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 108-111. doi: 10.13204/j.gyjz200906026

Citation:

PDF( 0 KB)

APPLICATION OF FUZZY MATHEMATICS AND METHOD OF APH IN SAFETY MANAGEMENT OF BLAST FURNACE SYSTEMS

doi: 10.13204/j.gyjz200906026

1.
1. Xi’an University of Architecture and Technology,Xi’an 710055,China;
2.
2. The China First Metallurgical Construction Company Limited,Wuhan 430081,China

Received Date: 2008-12-31
Publish Date: 2009-06-20

Abstract

Abstract

In order to reduce the construction time as far as possible in a blast furnace construction process,because the blast furnace main body space is narrow and small,many upper air overlapping operations should be done,which causes the construction to be more complex.Therefore,to guarantee the blast furnace system's construction safety,the method of the fuzzy mathematics and AHP method are used for a quantitative expression of general safety state of a construction.The computation is not only simple,but the operational is strong and easy to grasp by managers in the construction site to discover the potential safety problems as early as possible.As compared with other theoretic methods,it is suitable to the managers at worksite.Through the example of analysis,it has proven that the method is reasonable.
- fuzzy mathematics,
- AHP method,
- safety state

FullText(HTML)

References(5)

References

李世耀.高炉砌筑技术手册[M].北京:冶金工业出版社,2006;

[2] 杨纶标,高英仪.模糊数学原理及应用.第三版[M].广州:华南理工大学出版社,2001;

[3] 叶义成,柯丽华,黄德育.系统综合评价技术及其应用[M].北京:冶金工业出版社,2006;

[4] 郝素菊,蒋武锋,方觉.高炉炼铁设计原理[M].北京:冶金工业出版社,2003;

[5] 冯传平,何学全.高炉扩容改造的安全管理及措施[J].新疆钢铁,2001(4):50-52.

Relative Articles

[1]	CHEN Zhihua, LI Wenjie, LIU Hongbo, GAO Xiujian, JING Sinan, LIU Wenrui. Research on Flexural Performance of Variable-Section Inverted Trapezoidal Steel Beams in Shenzhen Dayun Transportation Hub[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 88-94. doi: 10.13204/j.gyjzG23072910
[2]	CHEN Qirong, YUAN Jiaming, CHEN Qingjun, XU Zhe, LI Pengyuan, ZUO Zhiliang, CAI Jian. Research on the Flexural Performance of RC Beams Under Coupling of Flexural Loads and Acid-Alkali Dry-Wet Cycles[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 127-134. doi: 10.13204/j.gyjzG22101921
[3]	TIAN Xin, ZHANG Sumei, CHEN Zhenming, TAO Yu, ZHANG Bing. Finite Element Analysis of Bending Performance of End-Plate Beam Splices with Filler Plates[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 78-87. doi: 10.13204/j.gyjzG23051702
[4]	ZHOU Jinghai, LIN Dongye, KANG Tianbei, LIU Yu. STUDY ON FLEXURAL BEHAVIOR OF WASTE FIBER RECYCLED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 70-75,107. doi: 10.13204/j.gyjzG20060810
[5]	CAI Wei, FANG Hai, QI Yujun, LIU Weiqing, ZHU Xiaoxiong. EXPERIMENT ON FLEXURAL PROPERTIES OF PREFABRICATED LIGHT-GAUGE STEEL-CONCRETE COMPOSITE EXTERNAL WALL PANELS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 50-57. doi: 10.13204/j.gyjzG20022204
[6]	Deng Mingke, Sun Hongzhe, Liang Xingwen, Jing Wubin. EXPERIMENTAL STUDY OF FLEXURAL BEHAVIOR OF DUCTILE FIBER REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 94-98.
[7]	Ren Qingxin, Fang Da, Zhao Xiong, Jiang Zhiguo. MECHANICAL BEHAVIOURS OF ELLIPTICAL CONCRETE-FILLED STEEL TUBULAR MEMBERS UNDER PURE BENDING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 12-15.
[8]	Wang Qingli, Li Ruilin, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR STUB COLUMN(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 8-12. doi: 10.13204/j.gyjz201303002
[9]	Yin Xiaodong, Li Qinggang, Wang Qingli. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMN(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 30-35,7. doi: 10.13204/j.gyjz201303006
[10]	Wang Qingli, Wu Jun, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR FLEXURAL MEMBER(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 18-23. doi: 10.13204/j.gyjz201303004
[11]	Sun Xiaokai, Diao Bo, Ye Yinghua. FLEXURAL BEHAVIOR EXPERIMENTS OF ULTRA-HIGH PERFORMANCE CONCRETE BEAMS REINFORCED WITH STEEL BAR AND HYBRID-FIBER[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 16-21. doi: 10.13204/j.gyjz201211004
[12]	Zhi Zhengdong, Zhang Dachang, Xun Yong, Li Yunfei. EXPERIMENTAL STUDIES ON THE FLEXURAL BEHAVIOR OF ASSEMBLED MONOLITHIC RC COLUMNS WITH PRECAST EXTERNAL SHELL AND CAST-IN-PLACE CORE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 25-29. doi: 10.13204/j.gyjz201212007
[13]	Meng Zhiliang, Sun Jianheng, Wang Libao. THE EXPERIMENTAL RESEARCH ON THE BENDING RESISITANCE OF SELF-COMPACTING CONCRETE DUAL-WAY SLABS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 34-37. doi: 10.13204/j.gyjz201108010
[14]	Liu Xiang, Wu Yongbo. EXPERIMENT AND SIMULATION ANALYSIS OF BEARING CAPACITY OF CONCRETE－FILLED RECTANGULAR STEEL TUBE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 91-94,104. doi: 10.13204/j.gyjz201007023
[15]	Wang Zhibin, Tao Zhong. EXPERIMENTAL BEHAVIOUR OF FRP-CONCRETE-STEEL DOUBLE-SKIN TUBULAR BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 5-8,27. doi: 10.13204/j.gyjz200904002
[16]	Lu Fangwei, Chen Jianbin, Li Siping, Li Dawang. EXPERIMENTAL STUDIES ON BEBAVIOR OF CONCRETE FILLED NON-UNI-THICKNESSWALLED RECTANGULAR STEEL TUBE SUBJECTED TO PURE BENDING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 31-34. doi: 10.13204/j.gyjz200803009
[17]	Li Yong-jin, Tao Zhong. BEHAVIOR OF CONCRETE-FILLED DOUBLE SKIN STEEL TUBULAR COLUMNS SUBJECTED TO LONG-TERM SUSTAINED LOADS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 22-27. doi: 10.13204/j.gyjz200712005
[18]	Huo Jingsi, . DISCUSSIONS ON PRACTICAL CALCULATION OF AXIAL AND FLEXURAL LOAD VERSUS DEFORMATION CURVES OF CFST AFTER EXPOSURE TO FIRE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 6-10. doi: 10.13204/j.gyjz200611002
[19]	Yao Guohuang, Han Linhai. DESIGN METHOD OF TECHNICAL SPECIFICATION FOR CONCRETE-FILLED STEEL TUBULAR(DBJ 13-51-2003) AND RELIABILITY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 66-70. doi: 10.13204/j.gyjz200601020
[20]	Huang Hong, Tao Zhong, . FLEXURAL BEHAVIOR OF CONCRETE FILLED DOUBLE-SKIN (CHS INNER AND CHS OUTER) STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 15-18,61. doi: 10.13204/j.gyjz200611004