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Field Test for Heat and Humidity Environment and Analysis of Air-Conditioning System Consumption Huixing Li1, a, Wei Xiao1,b, Geng Geng1,c , Beini Li1,d, and Wei Wang1,e 1College of Municipal and Environment Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China alihuixing07@163.com, bxw90113@163.com, cgenggeng007@163.com, dlibeini163@163.com, ezhilengyuanli@126.com Keywords: museum, energy saving, field test, thermal environment.
Museum as a protective nature of public buildings ，has special functional requirements, it is more complex than general civil and industrial constructions.
[4] China Central Engineering Institute for Non-ferrous Metallurgical Industries, Et al.

The Application of BP Neural Networks in Cable-stayed Construction Control Zhang Xifen Civil Engineering Department,JiuJiang University,JiuJiang,JiangXi Province,China zhangyi_3@163.com Keywords: Cable-stayed; bridge Construction control; BP neural network; prediction Abstract: Through the related technical information of the monitoring of bridge construction, this is to determine BP neural network's input and output parameters, to establish the neural network fore-casted model, and to carry through the prediction to the main beam of deflection.
Table 0 Sample input data tables number input output Tempera- ture (˚C) Distance (m) Force (KN) Weight (KN) Height (m) Mid-span ΔW(m) Border-span ΔW(m) J1 33 11 4194 2658.24 2.42 0.0009 0.0004 J2 30 17 3006 2083.536 2.42 -0.0089 -0.0005 J3 28 23 2406 2083.536 2.42 0.0037 0.0011 J4 25 29 2550 2083.536 2.42 0.0073 0.0059 J5 23 35 2724 2083.536 2.42 0.0126 0.0121 J6 18 41 2908 2083.536 2.42 -0.001 0.0103 J7 16 47 3100 2083.536 2.42 0.0037 0.0039 J8 14 53 3272 2083.536 2.42 0.0119 0.0118 J9 13 59 3470 2083.536 2.42 0.0141 0.0122 J10 11 65 3658 2083.536 2.42 0.0104 0.0114 J11 10 71 3840 2083.536 2.42 0.0115 0.0125 J12 8 77 4004 2083.536 2.42 0.0119 0.0088 (2) Network training and prediction results Because of engineering works, when I collect the information, the bridge is still under the construction of the 18th line, therefore, the paper only for 18th previous construction stage (cable force after tensioning) should make predictions.

Optimizing Pretreatment Methods and Application for Analysis of Geosmin and 2-methylisobomeol in Drinking Water Wu Chang Song 1, 2, a, Xing Li 1, b, Shao Hua Sun 2, c, Yan Ling Yang 1, d, Rui Bao Jia* 2, e 1 College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China 2Shandong Water and Wastewater Monitoring Center, Jinan, 250021, China asongwuchang@163.com, blixing@vip.163.com, cjnsunshaohua@163.com, dyangyanling@bjut.edu.cn,ejiaruibao68@126.com Keywords: geosmin, 2-Methylisoborneol, liquid-liquid extraction, solid phase extraction, solid phase micro-extraction Abstract.
[4] De-hao wu: Chemical Engineer.

Analysis of Local Stress and Vertical Deflection of Down Chord of Inverted Triangle Cargo Boom of Tower Crane Bin Li1, a, Zhongliang Song1,b, Yongxian Ke 1,c and Hongda Liu1,d 1School of Traffic & Mechanical Engineering, Shenyang Jianzhu University, Shenyang, Liaoning 110168, China abinli2010@sina.com, bls0720_1223@sina.com, ckeyongxian888@163.com, dscore20@163.com Keywords: Down chord of inverted triangle of cargo boom, Web, Top and down flange, Axial force of oblique truss, ANSYS, Analysis of local stress and vertical deflection.
Deng: Journal of Civil Engineering and Management of Tongji University, Vol. 28 (2011) No.3, p.115.

The Component Analysis of Penetration Sealer Materials Li-Wei Teng1,a, Wei-Ting Lin2,b, Jie Chen3,c, An Cheng3,d and Hui-Mi Hsu3,e 1Department of Harbor and River Engineering, National Taiwan Ocean University, Keelung 202, Taiwan 2Institute of Nuclear Energy Research, Atomic Energy Council, Executive Yuan, Taoyuan 325, Taiwan 3Center for Sustainable Development, National Ilan University, Yilan 260,Taiwan adlwkimo@gmail.com, bwtlin@iner.gov.tw, cjchen@niu.edu.tw, dancheng@niu.edu.tw, ehmhsu@niu.edu.tw Keywords: Concrete crystalline penetration sealer materials (CSM), Water Permeability, C-S-H, Scanning electron microscope (SEM), Energy dispersive spectrometer (EDS), X-ray diffraction (XRD), X-ray fluorescence (XRF), Fourier transform infrared spectroscopy (FT-IR) Abstract.
[9] Mitsuki, Y., Fujimoto, M., Nakamura, Y., “An Enhancement in the Nature of Concrete with a Multiplicative Cement Crystal Type of Concrete Material,” 46th annual meeting of the Civil Engineering Society (1992).

Comparison of Antimony Determination Methods in Drinking Water Chen Nan1, a, Shi Yongsheng1, b, Zhao Meng1, c and Xuan Mengru1, d 1,2,3,4College of Civil Engineering, Kunming University of Science and Technology, Kunming, Yunnan, China acnalq@163.com,b1343833907@qq.com,cjgyzm@126.com,dlinshmily817@126.com Keywords: antimony, determination method, drinking water Abstract.
Chemical Engineering and equipment, No.8 (2010), p. 188-189

Cold-recycled Base Material Fatigue Life Reliability Analysis Hai Zhang1, 2, a, Shi Yan1 , Li Jiao1 and Lin Wang1 1 School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, Liaoning, China 2 Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, Liaoning, China a haizhang-11@163.com Keywords: Cold-recycled, Fatigue Life, Reliability, Light Traffic.

Research on the Axial Compressive Performance of the Concrete-filled Steel Shear Wall with Binding Bars Lan Chen 1, a, Xuchun Li 1, b 1 Civil Engineering and Transportation Institute, South China University of Technology, Guangzhou, Guangdong, 510640, China achenlan@scut.edu.cn, bxuchun_li@126.com Keywords: Binding bars; Concrete-filled steel shear wall; Length-width ratio; Bar spacing; Steel thickness; Material’s strength grade.
The results provides a reference for engineering practice that the bar spacing shouldn't be too big and had better to be little than 400mm; the steel thickness is not less than 3 mm and not more than 10 mm; and the high strength material can't be brought into full play, so the concrete's strength grade is suggested not higher than C40 and the steel's strength grade not higher than Q345.

Durability of Cement Based Mortars Containing Crystalline Additives Nikol Žižková1,a, Lenka Nevřivová2,b and Matěj Lédl3,c 1-3Brno University of Technology, Faculty of Civil Engineering, Department of Technology of Building Materials and Components, Veveří 95, 602 00 Brno, Czech Republic azizkova.n@fce.vutbr.cz, bnevrivova.l@fce.vutbr.cz, cledl.m@fce.vutbr.cz Keywords: Crystalline additives, cement mortars, fibers, durability.
Li: Autogenous healing of engineered cementitious composites under wet-dry cycles, Cement and Concrete Research, 39 (2009), pp. 382–390

Modeling Energy Harvesting Devices with Non-Uniformly Polarized Piezoceramic Materials Soloviev A.N.1,2,a*, Le Van Duong 3,Oganesyan P.A. 2, Kirillova E.V.4 1Department of Theoretical and Applied Mechanics, Don State Technical University, Rostov-on-Don, Russia 2Department of Mathematical Modeling, Southern Federal University, Rostov-on-Don, Russia 3Department of Mechanical Engineering, Le Quy Don Technical University, Ha Noi, Vietnam 4Department of Civil Engineering, RheinMain University of Applied Sciences, Wiesbaden, Germany asolovievarc@gmail.com Keywords: ACELAN, non-uniform polarization, energy harvesting devices, piezoceramics.