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Primenenie metodov termodinamiki neobratimykh protsessov k issledovaniyu teplo i massoobmena [Application of irreversible thermodynamics to the study of heat and mass transfer] (1965) Journal of Engineering Physics and Thermophysics, 3, pp. 287-304
Thermal insulation properties of various Hinged facade systems (2013) Magazine of Civil Engineering, 8, pp. 54-63
Stroitel'naya teplotekhnika ograzhdayushhikh chastej zdanij [Heat Engineering of Building Envelope Parts]: Fourth Edition (1973) Stroitel'naya teplotekhnika ograzhdayushhikh chastej zdanij [Heat Engineering of Building Envelope Parts]: Fourth Edition, 287 p
Engineering method of calculation outside walls with periodic Hinged layer (1983) Transactions of NIISF “Studies of Building Heat Protection”, 3, pp. 32-39

Experimental research on full-scale reinforced concrete columns with strong confinement under concentric compression Weijing Zhang1,a, Bing Zhang1,b, Zhenbao Li1,c, Jinjin Wang1,d, Wenjing Wang1,e 1College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China azhangweijing@bjut.edu.cn, bzhang_bing1986@sina.com, clizb@bjut.edu.cn, dzhuojin1818@163.com, e05231024@bjtu.edu.cn Keywords: Strong Confinement; Full-scale; Reinforced Concrete Columns; Concentric Compressive Loading Test Abstract.
But because of the limitation of experimental equipments, concentric compression tests were generally achieved based on small size specimens which had certain differences with the columns of actual engineering.
[4] Zhiguo Sun, Bingjun Si, Dongsheng Wang: Engineering Mechanics Vol. 27-5 (2010), p. 128, (in Chinese)
[5] Mander J B, Priestley M J N, Park R: Journal of structural engineering, ASCE Vol. 114-8 (1988), p. 1827 [6] Legeron F, Paultre P: Journal of structural engineering, ASCE Vol. 129-2 (2003), p. 241

Buffeting Reliability Analysis of Long Span Concrete-filled Steel Tube Arch Bridge during Construction Stage Yan Li1,a , Jun Ma1, Hongfei Shen1, Li-hui Yin2, Li Wang2, Zheng-jun Wang2 1 School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China 2 College of Architecture and Civil Engineering, Heilongjiang University, Harbin, China aliyan_2007@126.com Keywords: Concrete-filled steel tube; Arch bridge; Construction stage; Dynamic reliability; Buffeting Abstract.
Due to its large span and light type character the wind resistance study for the bridge type have gotten attention from engineering community.
But the probability assessment for large scale structure under wind and earthquake load have become a prosperous research and develop trend.[4] In the present study, the No.1 Bridge cross Qiandao Lake of HangQi highway project is taken as a engineering background, based on the buffeting dynamic analysis for maximum cantilever construction stage of the bridge, the dynamic reliability of the stage under one time strong wind load is researched.
Journal of wind engineering and industrial aerodynamics, 1999(80): 383-400 [5] Cao YH, Xiang HF, Zhou Y.

Rahman1, f 1Faculty of Chemical & Natural Resources Engineering, University of Malaysia Pahang (UMP), Lebuh Raya Tun Razak, 26300 Gambang, Kuantan, Pahang, Malaysia asnurdin2@gmail.com, bahmad.shahroomx@gmail.com, cmalarvizhli@ymail.com, dsyafiqah.amira90@gmail.com, ehajarathirah89@yahoo.com, fainaa.aqmal@gmail.com *Corresponding author: snurdin2@gmail.com, snurdinus@yahoo.com Keywords: Nickel recovery, POMFAW, ALE, Hydrochloric acid and Sulphuric acid Abstract.
Acknowledment The authors woulds like to thank the Malaysia Education Ministry under Grant RDU 141005 and 141303 for financial support, CH Biotech Sdn Bhd for samples providing and Faculty of Chemical and Natural Resources Engineering Laboratory Staff-UMP for technical assistances.
Hamid, Recovery of nickel from spent catalyst from palm oil hydrogenation process using acidic solutions, J. of Industrial and Engineering Chemistry. 16 (2010) 251-255
J. of Materials in Civil Engineering, 22(10) (2010) 1033–1038
Azura.Thermoplastic elastomer composites of palm ash-filled ethylene vinyl acetate/natural rubber blends: effects of palm ash loading and size,J. of Polymer-Plastics Technology and Engineering, 48(10) (2009) 1062–1069

Ibrahim1,2,b, Mohamed Gar Alalm3,c and Manabu Fujii1,4,d 1Environmental Engineering Department, Egypt-Japan University of Science and Technology (E-JUST), New Borg El Arab City, Alexandria 21934, Egypt 2Environmental Health Department, High Institute of Public Health, Alexandria University, Alexandria 21544, Egypt 3Department of Public Works Engineering, Faculty of Engineering, Mansoura University, Mansoura 35516, Egypt 4Department of Civil and Environmental Engineering, Tokyo Institute of Technology, Meguro-ku, Tokyo 152-8552, Japan amahmoud.samy@ejust.edu.eg, bmona.gamal@ejust.edu.eg, cm_gar_alalm@mans.edu.eg, dfujii.m.ah@m.titech.ac.jp Keywords: Industrial wastewater; Methylene blue; Photocatalysis; RSM Abstract.
Ohno, Journal of Water Process Engineering Photocatalytic degradation of trimethoprim using S-TiO 2 and Ru / WO 3 / ZrO 2 immobilized on reusable fixed plates, 33 (2020) 3–10. doi:10.1016/j.jwpe.2019.101023

Chinese Journal of Rock Mechanics and Engineering,2004,23（1）:153-158
Journal of Hydraulic Engineering, 2005,36 (4):467-472
Civil Engineering Principles and Calculation.
Change in pore water pressure and effecting to underground wall construction caused by driving a steel tubing.Underground Engineering and Tunnels.1993(4):101-106
Journal of Geotechnical Engineering, 1995,121（4）:305-315

R125, Department of Civil and Environmental Engineering, the University of Adelaide, (1995) [6] M.
Ikago: Influence of D-Delta Effect on Dynamic Response of High-rise Moment-Resisting Steel Building Subject to Extreme Earthquake Ground Motions, Journal of Structural and Constructional Engineering.
Sun: Stress–Strain Curve of Concrete Confined by Rectilinear Hoop, Journal of Structural and Construction Engineering, No. 461, (1994), p. 95–104 [9] Linghua Meng, Kenichi Ohi, Kohichi Yakanashi: A Simplified Model of Steel Structural Members with Strength Deterioration Used for Earthquake Response Analysis.
Journal of Structural and Construction Engineering, No.437, (1992), p.115-124 [10] K.
Inspection of Analytical Element Model), AIJ Annual Meeting Kyushu Chapter, Kagoshima, March, No. 50, (2011), p. 217-210 [12] Japan Structural Consultants Association: Calculation and Management of Architectural Structure, JSCA waves (JSCA-10·300·L2-1), (2002) [13] Koji Uetani, Hiroshi Tagawa: Deformation Concentration Phenomena in the Process of Dynamic Collapse of Weak-Beam-Type Frames, Journal of Structural and Construction Engineering.

School of Civil Engineering &Architecture,Chongqing Jiaotong University,Chongqing 400074,China ayaoyongsheng23@163.com,btbm@netease.com,czjl@csust.edu.cn, dzhuhongzhouchina@126.com Keywords: volcanic rock; density; porosity; velocity; resistivity Abstract.
2564 59 4.93 9.96 512.4 2.70 10.71 2941 2326 60 4.93 9.93 473.1 2.50 17.31 3125 2439 61 4.93 9.92 415.0 2.19 27.40 2632 2174 62 4.93 9.95 476.0 2.51 16.97 2326 2128 63 4.94 9.93 473.8 2.49 17.53 2564 2222 64 4.93 9.94 512.7 2.70 10.48 3125 2564 65 4.93 9.87 444.0 2.36 21.93 2778 2326 66 4.93 9.91 507.6 2.68 11.10 2941 2564 67 4.93 9.94 410.8 2.17 28.27 2941 2439 68 4.93 9.9 498.0 2.64 12.70 2857 2439 69 4.93 9.96 428.9 2.26 25.26 2632 2222 70 4.93 9.94 500.6 2.64 12.60 3125 2564 Porosity, saturated water absorption and moisture test Porosity test.The porosity of rock including open-porosity and close-porosity, the sum of open- porosity and close-porosity called total porosity.Of course,the porosity of rock had considerable influence for their physical properties.According to the gross volume of rock and the particle density(in this paper,the range of particle density is 2.44 g/cm3 ~ 3.02 g/cm3,considered the calculation did not appear negative and the safety of engineering
Fig.4 The velocity of P-wave and S-wave under the condition of different porosities Resistivity Test At the exploration phase of the road construction in the cavity area of lava, needed to use the technology of geophysical for exploration, and high-density electrical method as an effective mean, also widely used in the exploration of highway engineering.
Highway .2012.10 [4] A.A.Al-Harthi,R.M.Al-Amri,W.M.Shehata.The porosity and engineering properties of vesicular basalt in Saudi Arabia[J].Engineering Geology 54(1999)313-320 [5] Plank T,Langmuir C H.

Strength Classification of Aras as fast-growing indigenous species timber in Sarawak *Gaddafi Ismaili1, a, Khairul Khuzaimah Abdul Rahim2,b, Alik Duju3,c, Iskanda Openg4,d and Zurina Ismaili5,e 1Civil Engineering Department, Faculty of Engineering, Universiti Malaysia Sarawak, 94300 Kota Samarahan, Sarawak, Malaysia 2Applied Protected Areas & Biodiversity Conservation Division, Sarawak Forestry Corporation, 93250 Kuching, Sarawak, Malaysia 3Applied Forest Science and Industry Development Division, Sarawak Forestry Corporation, 93250 Kuching, Sarawak, Malaysia 4Faculty of Civil Engineering, Universiti Teknologi MARA, 94300 Kota Samarahan, Sarawak, Malaysia 5Faculty of Mechanical Engineering, Universiti Teknologi Malaysia,
In timber engineering practice, the ultimate stresses obtained from the tests are reduced by applying arbitrary factors [12] to obtain what is called working stresses or permissible stress.

Numerical Simulation Study of Crack Development Induced by Transient Release of Excavation Load during Deep Underground Cavern Yi Luo1,2 a, Xinping Li1,b 1 Hubei Key Laboratory of Road-bridge and Structure Engineering, Wuhan University of Technology, Wuhan 430070, China; 2 School of Civil Engineering and Architecture , Wuhan University of Technology, Wuhan 430070, China ayluo@whut.edu.cn, bxinpingli@whut.edu.cn Keywords: deep rock mass; transient unloading; structural surface development; rock mass deformation; numerical simulation Abstract.
The above equivalent method can meet the require ment for engineering cracks.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (51274157, 51309183), General Financial Grant of the Chinese Postdoctoral Science Foundation (2014M552099), the Fundamental Research Funds for the Central Universities (WUT: 2013-IV-087) and the Open Foundation of Hubei Key Laboratory of Road-bridge and Structure Engineering (DQJJ201307).
Liu:Engineering Fracture Dynamics (Huazhong university of science press, China 1996)