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Inverse Arithmetic of the Equivalent Heat Transfer Coefficient of Mine Goaf Shuai Heng 1,2,a, Feng Gao 1,2, Xing Guang Liu 1,2 1State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221008, China 2School of Mechanics and Civil Engineering,China University of Mining and Technology.
[3] J.X.Wang, X.H.Guo and S.K.He: Journal of Hebei Mining and Civil Engineering Institute, Vol.3(1995),p.18-23
[4] J.X..Wang,X.H.Guo and Y.G.Gao: Journal of Hebei Mining and Civil Engineering Institute,Vol. 4(1995),p.38-43

Study on the buckling analysis of stiffened spherical shallow shell for gasholder roof Dongyun Jia1, a, Jun Yang 2,b and Dejin Jiang 3,c 1 School of Civil Engineering and Architecture, Anhui University of Technology, Maanshan, China 2 School of Civil Engineering and Architecture, Anhui University of Technology, Maanshan, China 3 Huatian Engineering & Technology Corporation, Metallurgical Group Corporation, Nanjing, China agloriajia05@yahoo.com.cn, byangjun4372@yahoo.cn, cjingdejin@vip.sina.com Keywords: stiffened spherical shallow shell, buckling analysis, critical load, split rigidity, equivalent bending thickness, FEM analysis.
Introduction The stiffened spherical shells are commonly used in the civil engineering fields [1].

It was done at Concrete Laboratory, Civil Engineering Department, Federal Polytechnic, Ado-Ekiti, Nigeria.
This experiment was done at Concrete Laboratory, Civil Engineering Department, Federal Polytechnic, Ado-Ekiti, Nigeria.
This test was carried out at Concrete Laboratory, Civil Engineering Department, Federal Polytechnic, Ado-Ekiti, Nigeria.
International Journal of Civil Engineering and Technology, 8(4), (2017), 518–525
SSRG International Journal of Civil Engineering (SSRG-IJCE), (2019), 23–25

Model Test and Field Test of the Stability of Large Ultra-deep Foundation Xiaoyun Jia1, 2,a , YongQuan Zhu1,b, Baolong Lin3,c 1School of Civil Engineering, South-West Jiaotong University, China 2 School of Civil Engineering, Shijiazhuang Tiedao University, China 3 Shijiazhuang Institute of Railway Technology, China ajiaxy@stdu.edu.cn, 7935526@163.comb, clinbaolong@tom.com Keywords: Model test, Field test, Prestressed anchors, Stability of the pit Abstract.
Based on the engineering background of Shijiazhuang six-line tunnel of Jing-shi Passenger Line, field measurements and indoor model test are both used to solve the stability issues of large ultra-deep foundation.
But the use of similarity theory and model test was able to give a true and intuitive reflect the spatial relationship of the stratigraphy and engineering structures, and was the reliabilitive basis of practice to verify the theory and design calculation methods.
References [1] Peng.z.b: Anchoring engineering design calculations and construction (China University of Geosciences Press, Beijing 1997).
(In Chinese) [3] Guillermo Etse:Finite element analysis of failure response behavior of anchor bolts in concrete, Nuclear Engineering and design.(2008) [4] A.Serrano:Tensile resistance of rock anchor, Internation Journal of Rock Mechanics and Mining Sciences.(1999) [5] Bazant Z P: Journal of the structural division (2009) [6] J.Caims: Structures and Buildings. (1993)

Application of Fault Tree Analysis Method on Hazard Identification in Highway Construction Chun feng Yang 1, 2, a, Yun bao Jia1,b, Ji shu Sun1,2 and Ji Zhou1 1 School of Civil Engineering, Hebei University of Technology, No. 29 Guangrong Road, Hongqiao District, Tianjin, 300130, China 2 Hebei Research Center for Civil Engineering Technology, No. 5340 Xiping Road, Beichen District, Tianjin, 300401, China acfy211@163.com, bjyb@163.com Keywords: Highway construction, Fault Tree Analysis, Hazard identification, Boolean algebraic.
In engineering project, for a long time due to the particularity, risks and complex organization structure and management modes, etc.
With the social development, type and quantity of dangerous substances increases day by day, the hazard identification methods are more comprehensive.The common hazard identification methods can be grouped into two categories: direct experience method and system security analysis method [1]. ① Direct experience method is to contrast the relevant standards, regulations, checklists or rely on the professionals’ ability of observation and analysis, according to experience and judgment ability, evaluate the object risk intuitivly. ② System security analysis method, used in the complex, or no experienced situation of accidents commonly, is the application of system security engineering evaluation method for hazard identification, such as security check list, fuzzy comprehensive evaluation, extension theory, failure mode and effect analysis, analytic hierarchy process, LEC evaluation method, event tree analysis, fault tree analysis, the gray system theory, neural network and causal analysis
Fault Tree Analysis, which experienced about half a century’s development, is the most important security system engineering methods [2].
In 1982, the first security system engineering forum, which introduced and promoted FTA, was held in Labor Protection Institute of Beijing.

Determination Methods of the Minimum Safety Thickness of Acrylate Waterproof Membrane Jumei Zhao1, Guoqing Li1, Yusuo Wang1, Qixin Yang2, Dongmin Liu1, Xiaoping Ren1 1 Department of Civil Engineering, Southwest Jiaotong University-emei, Emei, Sichuan, China 614202 2School of Civil Engineering, Southwest Jiaotong University, Chengdu, China，610031 zjmlty@163.com Key words: acrylate waterproof membrane; energy method; local loads; minimum safety thickness Abstract: The energy method was used to analysis the flexural property of acrylate waterproof membrane in local loads during the period of construction and service.
The membrane was formed by spraying-membrane waterproof technique for tunnel engineering.
With the widespread use of spray anchor bracing technique, which was used for permanent lining in a lot of tunnels and underground engineering [2].
That the thickness of the waterproof membrace was critical factor was demonstrated by engineering practice and model testing for the waterproof of spraying-membrane in tunnel.
D.W.Yei. tunnel and underground engineering spray membranes waterproof (Southwest jiaotong university press, China, 2010 ) [4] Y.Q.Yang.

Study on the Manufacturing of Composite Materials Made from Glass Fiber Reinforced Polymer (GFRP) in Indonesia for Use as Lining in Open Channels Suryadarma Hasyim1,a*, Nasaruddin Salam2,b , Muhammad Saleh Pallu3,c and Farouk Maricar4,d 1Department of Civil Engineering, Hasanuddin University, Gowa, South Sulawesi, Indonesia 2Department of Mechanical Engineering, Hasanuddin University, Gowa, South Sulawesi, Indonesia 3,4Department of Civil Engineering, Hasanuddin University, Gowa, South Sulawesi, Indonesia asuryadhs@yahoo.com, bnassalam.unhas@yahoo.co.id, csalehpallu@gmail.com, dfkmaricar@yahoo.com Keywords: Glass Fiber Reinforced Polymer (GFRP), GFRP manufacturing process, material surface roughness coefficient, open channel experimental model (flume), and lined irrigation channels Abstract.
Once completed, the GFRP segment was dispatched to Makassar and installed on a flume in the Hydraulics Laboratory at the Department of Civil Engineering, Faculty of Engineering, Hasanuddin University.
In : The International Handbook of FRP Composites in Civil Engineering, CRC Press – Taylor and Francis Group.
Journal of Civil Engineering and Science.(2012).Vol. 1 No.4 pp.47-51
A Review of the Present and Future Utilisation of FRP in the Civil Infrastructure with Reference to Their Important in Service Properties.

Finite Element Analysis on mechanical behavior of orthotropic steel bridge deck in Balinghe Bridge Jianhua Cheng1, a, Jianmin Xiong2,b and Jinzhi zhou3,c 1College of Resources and Civil Engineering.
Northeastern University, 110819, Shenyang, China 2College of Civil Engineering and Architecture.
Hubei University of Technology, 430068, Hubei, China 3Colleges of Civil Engineering and Architecture.
Conclusion It takes the bridge deck in Balinghe Bridge as finite element model to analyze the stress characteristics of components and the worst loading position in orthotropic bridge deck, represent some suggestions of health monitoring, according to finite element calculation and engineering practice, for orthotropic bridge deck, and supply reference to the similar projects.
[5] Troitsky, Orthotropic Design in Modern Bridge Engineering, Annual General Meeting of Engineering Institute of Canada (1962).

Introduction Idiosyncrasies of historical buildings have been the focus of the civil engineering scientific community for decades, mainly to foresee structural changes and preserve them against natural disasters (mainly earthquakes, floodings) and most importantly time.
This profile can be useful in many ways such as foreseeing structural problems and/or understanding changes on the buildings' behavior and in any case, the usefulness of the approach is an open research problem in the civil engineering research community.
Existing Approaches The wired approach is a traditional one used for years by civil engineers and it is at mature level e.g., [6], [7], [8], [9], [10], [11].
Andersen, Operational Modal Analysis of a Historical Tower in Bari, Civil Engineering Topics, Conference Proceedings of the 29th IMAC, A Conference on Structural Dynamics, 7 (2011) 335-342
Potenza, Output-only identification and model updating by dynamic testing in unfavorable conditions of a seismically damaged building, Computer-Aided Civil and Infrastructure Engineering, in press, 2014

Glare Prediction Method Based on SPEOS Simulation for Civil Airplane Flight Deck MA Zhi1, a, ZHANG Wei1, b,YU JinHai2, c, LI BaoFeng2, d 1College of Aeronautics, Northwestern Polytechnic University, Xi’an, China 2Shanghai Aircraft Design and Research Institute, COMAC, Shanghai, China a mazhi1982@126.com, b weizhangxian@nwpu.edu.cn, c yujinhai@comac.cc, d libaofeng@comac.cc Keywords: Glare; Simulation; Unified Glare Rating; SPEOS software, Flight deck Abstract.
Introduction More and more visual information has to be displayed in a civil airplane flight deck.
The results indicate that the method can compute glare index automatically and quickly, and has the advantage of short cycle and low cost for the evaluation of illumination design of flight deck, and has good engineering application value.
Yang, "Discomfort Glare and Discomfort Glare Rating," China Illuminating Engineering Journal, vol.17, pp. 11-15, 2006