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Experimental Study on the Effectiveness of Masonry-Basalt TRM Reinforced Systems Characterized by Different Fiber Grid Densities Carmelo Caggegi1,a*, Giuseppe Ferrara2,b, Emma Lanoye1,c, Đức Bình Nguyễn1,d, Aron Gabor1,e and Enzo Martinelli2,f 1 University Claude Bernard Lyon 1, Laboratory of Composite Materials for Construction (LMC2), Site Bohr, 82 Boulevard Niels Bohr, Campus de la DOUA, 69622 Villeurbanne Cedex, France. 2 University of Salerno, Dept. of Civil Engineering, via Giovanni Paolo II n.132, 84084 Fisciano (SA), Italy.
Clementi, Dry masonry strengthening through basalt fibre ropes: experimental results versus out-of-place actions, Key Engineering Materials. 624 (2015) 584-594

Retention Performance of Domestic Rain Water Harvesting Tank under Climate Change Conditions Alberto Campisano1, Linmei Nie2,a and Pingju Li3 1Dept. of Civil and Env.
Building Services Engineering Research and Technology, Vol. 21 2 (2000) 99-106
Baetz, Sizing of rainwater storage units for Green Building applications, Journal of Hydrologic Engineering, Vol. 12 2 (2007) 197-205

Evaluation of Warm-Mix Asphalt Compaction Performance by Variable-Temperature Gyratory Compaction Liming WANG 1,2,a, Yiqiu TAN 1,b 1School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China 2College of Civil Engineering, Northeast Forestry University, Harbin 150040,China awlmdxx@126.com, byiqiutan@163.com Keywords: compactibility, optimum compaction temperature, Warm-Mix Asphalt, gyratory compaction, variable-temperature Abstract: For dynamic changes of viscosity reducing mechanism of different types of additives in after mixing mixture, the Warm-Mix Asphalt would present different compaction performance development with the change of paving temperature and time.

Experimental study on adaptability of artifactitious aggregate with water-reducers Li Chongzhi 1a, Niu Quanlin2b, He Guangming3c 1.Beijing university of civil engineering and architecture，Beijing，100044 2.Shandong university of technology, Zibo, Shandong，255049 3.Beijing building maerials academy of sciences research，Beijing，100049 alichongzhi@bucea.edu.cn; b niuql00@mails.tsinghua.edu.cn; chgm1970@sina.com Keywords: artifactitious aggregate; water-reducer; adaptability Abstract：Two kinds of the representative artifactitious aggregates, namely the calcium-base and silicon-base, were chosen in the experimental study.
Technology of high performance concrete，Atomic energy publishing company. 2000.6(in chanese) [2] Guo Yanhui, Guo Jinyu, Summarize of development of polycarboxilate high performance water-reducer and its application in engineering, Papers of conference about polycarboxilate high performance water-reducer and its application, China railway publishing company，2007.6 [3] Shi Yunlin, Pang Lufeng, Experimental study on HPC preparing with polycarboxlate water-reducer and artifactitious sand, Commodity concrete, 2007.6(in chanese) [4] Song Shaomin, Geng Lei, Study on preparing technology of HPC with artificial aggregate, Architecture technology，vol38.2007.1(in chanese) [5] Long Min, Discussion on application of concrete with artificial sand, Architecture technology，vol38.2007.11 (in chanese) [6] Chen Jialong, Fang Xingyuan，Status and problem of aggregate of concrete, Architecture technology，vol36.2005.1(in chanese)

Procedia Engineering 125 (2015) 760–764
Procedia Engineering. 2-8 (2017) 151-159
Avaliação dos resíduos de construção civil e demolição na grande São Paulo.

Research on the Switch Scheduling Algorithm of Networked Control System Qingquan Cui, Yahui Wang, Dong Wei and Shaojun Zhang School of Electrical and Information Engineering, Beijing University of Civil Engineering and Architecture, Beijing, China e-mail: modic@163.com Keywords-Networked Control System;Switch scheduling;RM algorithm;EDF algorithm Abstract—Networked Control System is the focus of current research in control field, and the use of a shared network introduces new challenges, therefore, it is significant to research scheduling algorithms for improving the control and schedule performance of NCS.

Study On Broken Wire Impact And Safety Degree Evaluation Linhui Yang 1, a, RongXiao1 , XianwuJi1, Hongnan Li 2,b , TongSun2 1 Electric Power Technical Research Institute,SMEPC 171# HanDan Road Shanghai 200437 P.R.China 2 School of Civil and Hydraulic EngineeringDalian University of Technology 2# Linggong Road, Dalian 116024 P.
Response of transmission lines to multiple support excitation [J].Engineering Structures,1996,18(12):936-946 . ].With general computer software SAP2000,we can analysis dynamic response of transmission tower-line system under conductor breakage load.
Conclusion In this paper, we construct a three dimensional finite element nonlinear analysis model based on practical engineering, analyze the dynamic effect influence on transmission tower-line system.

., 2010, ’’Modeling of the grain shape effect on the elastic-inelastic behavior of polycrystals with self-consistent scheme’’ASME, Engineering Materials and Technology, vol. 132, no. 1, pp. 011008
[7] A.Kerkour-El Miad, F.Jeffali, A.Nougaoui, K.Haboubi ’’Effect of the shape of the inclusion and the viscoplastic parameter on the evolution of isotropic and kinematic hardening of metallic materials under cyclic loadings TC’’1st International Conference on Civil Engineering and Materials (ICCEM'2017) 11-12 May 2017, Al Hoceima, Morocco

Bond and Corrosion: Experimental Studies Alessandro CESETTI1,a *, Giuseppe MANCINI1,b and Francesco TONDOLO1,c 1Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Italy aalessandro.cesetti@polito.it, bgiuseppe.mancini@polito.it, cfrancesco.tondolo@polito.it Keywords: Bond, Corrosion, Pull-out, Confinement, Cracks Abstract.
Tondolo, “Pull-out tests in presence of high level of corrosion,” in 4th Internation Symposium on Life-Cycle Civil Engineering, Tokyo, 2014

Introduction Concrete is indispensable construction substance of modern civil engineering.
Dobias, Resistance of surface layers of concrete against aggressive environment, Key Engineering Materials, Vol. 722, 2017, pp 44-51 [18] M.