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Numerical Analysis for Progressive Collapse of a Multi-storey Building Due to an Explosion in Its Basement Li Tiana, Hao Wang b School of Civil Engineering, Tianjin University, Tianjin 300072, China altian@tju.edu.cn, bwangxiaohao00@163.com Key words: Progressive collapse, Blast loads, Basement, Numerical analysis, Soil-structure dynamic interaction, Reinforced concrete framework Abstract.
Reston (Virginia): American Society of Civil Engineers; 2002
Engineering Structures 2004; 26(1): 63-71
Engineering Structures; 2008
[7] ANSYS 11.0/LS-DYNA basic theory and engineering practice, Y.C.

Pure Bending behavior of Lightweight Aggregate Concrete Filled Circular Steel Tubes DING Faxing1, a, LUO Yating1, b, Ying Xiaoyong1,c and LU Zhaohui1,d 1 School of Civil Engineering, Central South University, Changsha, 410004, P.R.China adinfaxin@mail.csu.edu.cn , b276592583@qq.com , c276640614@qq.com , dgt2064@163.com Keywords: lightweight aggregate concrete filled steel tubes; ultimate moment; flexural stiffness; moment-curvature relationship.
Yu: Journal of Traffic and Transportation Engineering, Vol. 6(2006), P. 45 (In Chinese) [3] B.H.
Khelafi: Engineering Structures, Vol. 29(2007), P.1791 [5] F.X.
Yu: Journal of Shenzhen University Science and Engineering, Vol. 28(2011), P. 207 (In Chinese) [6] B.H.
Chen: China Civil Engineering Journal, Vol. 40(2007), P. 35 (In Chinese) [7] F.X.

Test study on dynamic deformation behavior of soft rock-concrete sample under cyclic loading DING Zu-de1, a, DU Yong-gang1,b , HUANG Juan2,c, SHI Cheng-hua2,d 1Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming, 650500, China 2School of Civil Engineering, Central South University, Changsha, 410075, China adzdvsdt@163.com, b306962782@qq.com, c154668562@qq.com, dcsusch@163.com Keywords: railway tunnel, soft rock-concrete samples, cyclic loading, dynamic strain, contact state Abstract.
Investigations on the long-term deformation behaviors of geotechnical materials under cyclic loading are paid more attention in engineering practice, and accumulated abundant research results.
Chinese Journal of Geotechnical Engineering, 27(9): 1065-1071. (2005) [3] Gong Q.
Chinese Journal of Geotechnical Engineering, 23(3): 288-291. (2001) [5] Xiao J.

DYNAMIC ANALYSIS OF LIQUID STORAGE CYLINDRICAL TANKS DUE TO EARTHQUAKE Kamila Kotrasová1,a* and Ivan Grajciar2,b 1 Faculty of Civil Engineering TU, Vysokoškolská 4, 040 01 Košice, Slovakia, 2 Ricardo Prague, s.r.o., The Czech Republic, akamila.kotrasova@tuke.sk, bivan.grajciar@ricardo.com Keywords: circular tank, earthquake, structure – fluid interaction Abstract.
Earthquake Engineering and Structural Dynamics, 2005
Kolcún, Expected seismic response of steel water tank, In: 12th European Conference on Earthquake Engineering, Paper reference 595, London 2002
In: Structural engineering and mechanics.
Karavelov" civil engineering higher school, 2009.

An Improved Method to Evaluate Energy Efficiency of Large-scale District Heating System with Boiler Heat Source Na Wei1, a, Song Yan2,b and Yang Lei1,c 1 State Key Laboratory of Building Safety and Built Environment, State Key Laboratory of Subtropical Building Science in South China University of Technology, Beijing University of Civil Engineering and Architecture, 1 Zhanlanguan Rd.
,Xicheng Dist., Beijing 100044, China 2 College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China anawei@bucea.edu.cn, bhitsy@126.com, c yangleipenguin@sohu.com Keywords: Energy Efficiency; Energy Conversion; District Heating System; Evaluation; Boiler Abstract.
The Analysis of Central Heating Boiler House Energy Consumption[J].Coal Engineering.2004,(6) 2].
Acknowledgement The research was funded by Beijing Key Lab of Heating Ventilating and Air Conditioning Engineering, State Key Laboratory of Building Safety and Built Environment (2012KB14) and State Key Laboratory of Subtropical Building Science in South China University of Technology (BSBE2011-08).
The Analysis of Central Heating Boiler House Energy Consumption[J].Coal Engineering.2004,(6): 23-27 [3] Zhu Zhaohu.

Distortional Buckling Control of Cold-Formed Lipped Channel Columns with Web Stiffener Ming Chen1, 2,a, Ziqi He2,c and Zhanke Liu2,b 1School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu, 730050, China 2School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou, Gansu, 730000, China achenming@lut.cn, bhezeqe@qmail.com, cliuzhk@lzu.edu.cn Keywords: Distortional Buckling Control, Cold-formed Lipped Channel columns, web stiffener, batten plate, buckling mode Abstract.
J, “Test of Cold-Formed Channels with Local and Distortional Buckling” Journal of Structural Engineering, Vol.117, No.7, 1786-1803, 1992 [2] Derrick C.
J, “Experimental Study of High Strength Cold-Formed Stiffened Web C-Sections in Compression” Journal of Structural Engineering, Vol.137, No.2, 162, 2011 [3] M.
J, “Distortional buckling formulas for channel columns” Journal of Structural Engineering, Vol.113, No.5, 1063-1078, 1987 [5] Demao Yang, Gregory.

Journal of civil engineering. 12 (2017) 37-46
Advances in materials science and engineering. (2015) 1-6
International Journal of Applied Engineering Research. 12 (2017) 2502-2508
Industrial and civil engineering. 8 (2016) 22-25
Series: Materials Science and Engineering. 262 (2017) Paper № 012198.

Safety of Eurocode Model for Prediction of Shear Strength of Bridge Deck Slabs VIDAKOVIĆ Aleksandar1,a and HALVONIK Jaroslav1,b* 1Faculty of Civil Engineering at STU, Radlinského 11, Bratislava, Slovakia aaleksandar.vidakovic@stuba.sk, bjaroslav.halvonik@stuba.sk Keywords: concrete, shear, deck slab, concentrated load, arching action Abstract.
In practice, only simplified engineering methods are used to determine the effective shear width of beff.
Shear strength of R/C bridge cantilever slabs, In Engineering Structures
Shear strength of RC slabs under concentrated loads near clamped linear supports, In Engineering Structures
Tests of shear capacity of deck slabs under concentrated load, In Proceedings of the 12th fib International PhD Symposium in Civil Engineering, Prague

H2S emissions within vicinity of swine farming area in Nibong Tebal, Pulau Pinang, Malaysia Mohd Badrul Hisyam Bin Ab Manaf1, a*, Nor Azam Ramli2,b, Ahmad Shukri Yahya2,c, Mohd Zulham Affendi Mohd Zahid1,d, Muhammad Munsif Ahmad1,e, Nur Fitriah Isa1,f, Norrazman Zaiha Zainol1,g, Muhammad Azizi Azizan1,h, Khairunnisa Muhammad1,i and Liyana Ahmad Sofri1,j 1 Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Malaysia Perlis (UniMAP), P.O Box 77, D/A Pejabat Pos Besar Kangar, Perlis, 01000, Malaysia 2 School of Civil Engineering, Universiti Sains Malaysia, Kampus Kejuruteraan, 14300 Nibong Tebal, Pulau Pinang abadrulmanaf@unimap.edu.my, bceazam@usm.my, cceshukri@usm.my dmohdzulham@unimap.edu.my, emunsif@unimap.edu.my, fnurfitriah@unimap.edu.my, gnorrazman@unimap.edu.my, haziziazizan@unimap.edu.my, ikhairunnisa@unimap.edu.my, jliyanasofri@unimap.edu.my Keywords: Odorous emissions, Hydrogen Sulphide (H2S), temperature, relative humidity, regression
Biosystems Engineering 84(4), 445-456
Biosystems Engineering 88(3), 271-279

The Stability of Premixed Flame on Water-Cooled Copper Slot1 XU Peng1, a, Shi Yongzheng2, b, Yao Darong3, c, Fu Zhongcheng4 1, 2, 4 Beijing Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering, Beijing University of Civil Engineering and Architecture, 100044 Beijing, China 3Beijing Gas and Heating Engineering Design Institute axupeng@bucea.edu.cn, bshiyongzheng@bucea.edu.cn Keywords: copper slot, back-fire, out-flame, premixed flame stability limits, primary air ratio, thermal intensity of fire port Abstract.
Supported by Beijing Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering.
(KF201010) References [1] Xu Peng, Development Study on a New-style Domestic Low-pollution-emission Gas Burner, Beijing university of civil engineering and architecture, 2001 [2] Domestic gas instantaneous water heater, GB 6932-2001 [3] Analysis of natural gas by gas chromatography, GB 13610-2003-T [4] Fu ZhongCheng.