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Salah Dimia1,d 1Department of Civil Engineering, University of Batna 2, Algeria 2Laboratoire de Génie Civil et Génie Mécanique (LGCGM), Institut National des Sciences Appliquées, Rennes, France asoumia.sekkiou@gmail.com, bnourlah@gmx.com, cFabrice.Bernard@insa-rennes.fr, dms.dimia@univ-batna2.dz Keywords: Natural fire, Fire resistance, composite column, cooling phase, residual strength Abstract.
The fire engineering community is now conscious of the inaccuracies of using standard fire in the calculation, and the possibilities that a more rational approach might offer.
[4] Kodur V.K.R, MacKinnon D.H., Design of concrete-filled hollow structural steel columns for fire endurance, Engineering Journal-AISC.37 (2000) 13-24
[11] Hua Yang, Faqi Liu, Leroy Gardner., Performance of concrete-filled RHS columns exposed to fire on 3 sides, Engineering Structures. 56 (2013) 1986–2004
Bisby, Allan Jowsey and Barbara Lane., Residual capacity of fire-exposed concrete-filled steel hollow section columns, Engineering Structures. 100 (2015) 550-563

Study of Stress Amplitude along the Welding Seam in the Composite Cellular Beam with Eye-shaped Openings Lixin Fang1, a, Gengjun Chen2,b 1Key Laboratory of Urban and Architectural Heritage Conservation of Ministry of Education，Southeast University, Nanjing，210096，China 2 Dept. of Civil Engineering, Southeast University, Nanjing, 210096, China aseufang@yahoo.com.cn, bcgjxiexie@126.com Key words: Stress Amplitude, Composite cellular beam, Eye-shaped openings, Degree of shear connection , Fatigue analysis.
Recently, engineers from ArcelorMittal developed one more architectural and ‘sensual’ composite cellular beam system with larger, eye-shaped openings [1].
From Fig.8, the risk of fatigue failure occurred at composite eye-shape cellular beams in service with various shear connection degree can be simply predicted by design engineers in office.
References [1] Olivier Vassart: THE SINGAPORE ENGINEER 2008(8), p.14 [2] R.
[3] Oreste S Bursi， Roberto Caldara: Proc. of the Twelfth World Conference on Earthquake Engineering, (CRC Press, USA 2000) [4] ABAQUS/Standard, User’s Manual I-III, version 6.5 (Hibbit, Karlsson and Sorenson Inc., USA 2005) [5]Lingyu zhou ,Zhiwu Yu ,Lizhong Jiang:Advances in Structural Engineering Vol.7(2004),P.257 [6]Tong Gen Shu, Xia Jun: Progress in Steel Building Structures Vol. 10(2008),p.1 [7]H.

Application of Vacuum Preloading for Soft Foundation Treatment in Grain Storage Qi Xia Liu 1,2,a, Yang Zhao 1,2,b 1School of Civil Engineering and Architecture, Wuhan university of technology,Hubei Wuhan 430063,China, 2Civil Engineering and Architecture College, Henan University of Technology Zhengzhou 450052,China aliuqixia65@163.com,dyangyang3108@126.com Key words: Vacuum Precompression Method; Weak Subgrade ;Grain Storage Abstract.
Construction Monitoring And Test The vacuum preloading method belongs to concealed engineering.
Ground settlement label of the surcharge preloading engineering should be set along the axis of symmetry.
Engineering Example An enterprise of oil depot and petrochemical processing is built in coastal area.
Combining the actual construction experience of the region, vacuum preloading engineering is needed in the whole field.

Sun, Advances in Structural Engineering, Vol. 10 (2007), p. 273
Wu, Journal of Structural Engineering, Vol. 128 (2002), p.1222
Wu, Journal of Structural Engineering, Vol. 129 (2003), p.1322
Gjelsvik, Journal of Materials in Civil Engineering, Vol. 2 (1990), p.46
Russell, Journal of Structural Engineering, Vol. 111 (1985), p.505

Siluyanova, Ensuring the operational properties of parts and components of the GTE local surface doping, Bulletin of the Samara University, Aerospace engineering, technology and engineering. 17(2) (2018) 58-67
Siluyanova, Automated Management in Aerospace Production, Russian Engineering Research. 38(3) (2018) 201-207
Aerospace and Mechanical Engineering. 17(2) (2018) 122-131
Kuritsyna, Investigation of a heavy-loaded hydrodynamic sliding bearing of a new generation turbofan gearbox for BSMS of civil aviation.
IOP Conference Series: Materials Science and Engineering. 463 (2018) Paper № 022003.

Archives of Civil and Mechanical Engineering, 22(1), 50
Journal of Building Engineering, 35, 102108
Engineering Structures, 228, 111493
Engineering Structures, 171, 247-259
Engineering Structures, 195, 231- 242

Preliminary Research on Particle Size Analyses Method of the Quicklime-stabilized Dredged Material Yue Gui 1,a, Qing Zhang 1,b, Hai Wei 2,c, Qihe Wang 3,d, Huahai Yhang 4,e 1College of Civil Engineering, Kunming University of Science and Technology, Kunming, P.R.China, 650051 2College of Electric Power Engineering, Kunming University of Science and Technology, Kunming, P.R.China, 650051 3China Railway Shanghai Design Institute Group CO., LTD., Shanghai, P.R.China, 200120 4General Company of Geological engineering Exploration of Yunnan, Kunming, P.R.China, 650051 atreq2010@163.com, bevanzhangqing@126.com, cweihai123@163.com, dwqh@sty.sh.cn, ehhyang10@163.com Keywords: quicklime-stabilized dredged material; particle size analysis; sieve-hydrometer method; laser diffraction method; sieve method Abstract.
Chinese Journal of Geotechnical Engineering, Vol.27 (12), (2005), p.1482-1486
Journal of Geoenvironmental Engineering, Vol.122(5), (1996), p. 323-342
Geotechnical and Geological Engineering, Vol.23(1),(2005), p. 79-85
Journal of Hydraulic Engineering, Vol (5), (1982), p. 47-53

Whole Space Comprehensive Advanced Geological Forecast Technique in Shallow Buried Section of Tunnel Mingfeng Lei1,a, Limin Peng1,b, Chenghua Shi 1,c 1School of Civil Engineering, Central South University, Changsha, Hunan, 410075, China amingfenglei@yahoo.com.cn, blmpeng@mail.csu.edu.cn, ccsusch@163.com Keywords: Tunnel, Shallow-buried Section, Whole Space Comprehensive Advanced Geological Forecast Technique, Surface Spatial Differential Detection, TSP203 System.
In China, many this kind engineering accidents happed recent years.
Chinese Journal of Rock Mechanics and Engineering, Vol. 26 (2007), pp.3311-3315
Journal of Railway Engineering Society, (12) (2007), pp.14-18
Engineering Geology and Hydrogeology, (1) (2007), pp.120- 122

After the use of New Austrian Tunneling Method, the engineering safety monitoring technology is increasingly and widely applied to the underground engineering.
References [1] YAN Changgen，LIU Tong，WU Faquan: Journal of Engineering Geology.
Vol. 33（2005），p.319（in Chinese） [4] ZHANG ZHiqiang，LI Ning，Swoboda G: Chinese Journal of Rock Mechanics and Engineering.
Vol. 23（2004），p.2192 (in Chinese) [6] LENG Xianlun，SHENG Qian，ZHU Zeqi: China Civil Engineering Journal.
Vol. 42 (2009), p.96（in Chinese） [7] PENG Qi，WANG Dikai，DENG Jianhui: Chinese Journal of Rock Mechanics and Engineering.

,LTD of CCCC Fourth Harbor Engineering Co.
This control standard is based on engineering experience, and is the lack of theoretical support.
The method of this article is more intuitive, clearer and easier to engineering application.
“In Chinese” [2] Hongyan Zhang: Central South Highway Engineering.
“In Chinese” [8] Lihong Chen, Zuyu Chen, Guangxin Li: CHINA CIVIL ENGINEERING JOURNAL.