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Progress of the research of nitrogenous disinfection by-products haloacetonitriles(HANs) in drinking water Guilin He1, a, Cong Li1, b, Tuqiao Zhang1, c 1 College of civil engineering and architecture, Zhejiang University, Hangzhou, China Email: congil@zju.edu.cn Keywords: HANs; property; toxicity; removal method Abstract The presence of Haloacetonitriles(HANs) in drinking water is of concern due to its high genotoxi- city and cytotoxicity compared with regulated DBPs.
WATER & WASTEWATER ENGINEERING, 2010. 36(3): p. 162-165
Journal of Environmental Engineering, 2012. 138(7): p. 804-808
Chemical Engineering Journal, 2009. 148(2): p. 365-370

Effect of fine sand on the rheology of fresh cement asphalt mortar Jianwei Peng1,2,a; Dehua Deng1,2,b; Qiang Yuan1,2,c; Lei Fang1,2,d; Yong Wang1,2,e 1 School of Civil Engineering, Central South University, Changsha, 410075, China 2 National Engineering Laboratory for High Speed Railway Construction, Changsha, 410075, China a515709546@qq.com, bdlx0216@163.com, c1453694067@qq.com, dfangleixtu@126.com, e514065457@qq.com Keywords: sand; cement asphalt mortar; rheology; paste film thickness Abstract.
References [1] Zuo JQ, Jiang QB, Fu DZ: Railway Engineering, Vol.9 (2005): p.96–98
[8] Wang Fazhou, Wang T ao, Hu Shuguang, et al: Engineering Journal of Wuhan University, Vol. 41(4) (2008): p.69-72

., Bergische Universität Wuppertal, Dept. of Civil Eng., 42285 Wuppertal, Germany 2Dipl.
IABSE Journal of Engineering Structures Vol. 22 (2002), p. 107-109
Lui (eds.), Handbook of Structural Engineering, p. 27/1-27/41, CRC Press, Boca Raton (2004)
Center for Numerical Methods in Engineering (1997)
Journal of Solar Energy Engineering, Vol. 127 (2005), p. 117-124

Seismic Behaviour of Sheathed CFS Buildings: Shake-Table Testing and Numerical Modelling MACILLO Vincenzo1, a, CAMPICHE Alessia1,b, SHAKEEL Sarmad1,c, BUCCIERO Bianca1,d, PALI Tatiana1,e, TERRACCIANO Maria Teresa1,f, FIORINO Luigi1,g*, LANDOLFO Raffaele1,h 1Department of Structure for Engineering and Architecture, University of Naples “Federico II”, Naples, Italy avincenzo.macillo@unina.it, bale_camp92@libero.it, cs.shakeel@studenti.unina.it, dbianca.bucciero@hotmail.it, etatiana.pali@unina.it, fmariateresa.terracciano@unina.it, glfiorino@unina.it, hlandolfo@unina.it Keywords: Cold-formed steel, Shake-table tests, Seismic behaviour, Numerical modelling, Time history analysis Abstract.
Specifically the Department of Structure for Engineering and Architecture of the University of Naples “Federico II” was very active in this field, dedicating a lot of researches to the seismic response of both structural and non-structural CFS-based systems [1–13].
Yu, Seismic Response and Engineering of Cold-formed Steel Framed Buildings, Structures. (2016). doi:10.1016/j.istruc.2016.05.009
American Society of Civil Engineers., (n.d

[3] Wei ZhenHai, Wang MengShu, Zhang DingLi, Study of constitutive relationship model of material structure based on full state function[J], The 2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012), China，2012.5 [4] Wei ZhenHai, Wang MengShu, Zhang DingLi,The Constitutive Relationship Model of Based on The Full State Function[J], PROCEEDINGS OF THE TWENTY-FIRST NATIONAL CONFERENCE ON STRUCTURAL ENGINEERINGTHE,2012.10
[8] Wei ZhenHai, Wang MengShu, Zhang DingLi, Research on the Constitutive Model of the Granular Material[J]，PROCEEDINGS OF THE TWENTIETH NATIONAL CONFERENCE ON STRUCTURAL ENGINEERING 2011.10
[9] Wei ZhenHai, Wang MengShu, Zhang DingLi, The intensity model of the soil granular chain[J], PROCEEDINGS OF THE TWENTIETH NATIONAL CONFERENCE ON STRUCTURAL ENGINEERING.
[12] Wei ZhenHai, Wang MengShu, Zhang DingLi, Study on soil strength model in particle chain structure[J], ENGINEERING MECHANICS,2012.

Results in Engineering, 17, 100857
The Egyptian International Journal of Engineering Sciences and Technology, 32(Civil and Architectural Engineering), 1-24
Chemical Engineering Transactions, 26. 267-272

Ehigiator Department of Civil Engineering, Ambrose Alli University, Ekpoma, Nigeria ayuduehigiator @yahoo.com [Date received: 11 November 2010.
Transactions of the American Society of Agricultural Engineers 40, (1997) 1295-1303
Transactions of the American Society of Agricultural Engineers 421, (1999) 89-97
International Journal of Engineering.

Potassium Hydroxide Activation as an Adsorbent for Kinetic Models of Hexavalent Chromium Adsorptions onto Garcinia Mangosteen Shell Siriporn Sripiboon1,a and Panida Charnkeitkong2,b 1Department of Civil Engineering, College of Engineering, Rangsit University, Pathumthani, 12000, Thailand 2Department of Chemical Engineering, College of Engineering, Rangsit University, Pathumthani, 12000, Thailand asiriporn.sr@rsu.ac.th, bpanida.s@rsu.ac.th Keywords: Adsorption, Hexavalent chromium, Kinetic model, Mangosteen Abstract.

Senthil Kumaran 3,c 1,2 Star Constructions, BP 4632, Kigali, Rwanda 3 Department of Civil Engineering & Environmental Technology, KIST, BP3900, Kigali, Rwanda a kazawadip@yahoo.com, b amclaude@yahoo.fr, ckumarangs@yahoo.com Keywords: Construction industry, Construction materials, Alternative materials, Concrete products, Rwanda Abstract: This study was carried out as an investigation into concrete products as an appropriate alternative for plastic, rubble stone and steel in the construction of domestic water tanks, door and window frames in the Rwandan construction industry.
The research implied that the technology applies affordable, well-engineered human powered equipment and provides employment for non-skilled operators who can Figure 10 Completed Product Fig.11: Cost comparison be trained into an effective workforce in a short time.
It is also recommended to all administrative officials, professional engineers and architects, the building contractors, building owners and estates developers to use the concrete window and door frames as an alternative material appropriate for use in various construction projects especially low and medium costs buildings.
N., “Critical Factors Affecting Schedule Performance: Evidence from Indian Construction Projects”, [Electronic version].Journal of Construction Engineering and Management, Vol. 132, No. 8, 2006, 871-880

Research on Structural Stability of Prilling Tower in Fertilizer Industry Hua Zhang1,3,a, Qiming Li1,2,b 1Architectural design and Research Institute of Xi’an University of Architecture & Technology, Xi’an, 710055, China 2School of Civil Engineering of Xi’an University of Architecture & Technology, Xi’an, 710055, China 3School of Architecture of Xi’an University of Architecture & Technology, Xi’an, 710055, China azhanghua1974xauat@163.com, bqiminglixauat@126.com Keywords: prilling tower in fertilizer industry; buckling analysis; effective length; advanced analysis; elastic-plastic stable evaluation of high-rise steel structure Abstract: Prilling tower is the core structure in the technological process of Nitro-compound fertilizer plant, whose safety is directly related to the normal operation of fertilizer production.
In this paper, the column section between the second and the third annual truss is taken to calculated, on the engineering background of a prilling tower built in Fujian Province.
No matter using buckling analysis or Equ.5,calculated effective length shouldn’t be less than the effective lengths without sideway defined in the codes, more specially, 20×0.774=15.5m, from the point of engineering safety.
It can be considered d= d0 approximately on the base of engineering application, and Equ.6 can be simplified to Equ.7