Search results

One storey structural model has been made of hybrid panels and tested using the shaking table at the Faculty of Civil Engineering and Building Services of Iasi.
Conclusions The possibility of usage in the construction field of a green mineral matrix achieved by partial replacement of the Portland cement with a binder/ eco-cement obtained from industrial waste, has been extensively studied in the research and development programs carried out at the Faculty of Civil Engineering of Iasi.
Feldman, Fibre reinforced cementitious composites, Canadian Journal of Civil Engineering, 20 (1993) 10
Harja, Wastes used in obtaining polymer composites, Environmental Engineering and Management Journal, 8 (2009) 1145
Taranu, Composite and hybrid solutions for sustainable development in civil engineering, Environmental Engineering and Management Journal, 11 (2012) 783

Analysis of Shear Force Transfer Mechanism in Bridge Deck of SFRC-Steel Composite Girder Xiaoxia Zhen 1a Ronghui Wang 1b Rui Rao 1c School of Civil and Transportation Engineering South China University of Technology Wushan Road in Guangzhou City, Guangdong, 510640, China a xxzhen@scut.edu.cn brhwang@scut.edu.cn crandomr@163.com Key-Words: SFRC, composite girder, equivalent plate, shear force distribution, shear force transfer mechanism, finite-element analysis.
SFRC is being increasingly used in civil engineering construction due to its improved resistance to cracking, fatigue, abrasion, and impact and its greater durability, than conventional reinforced concrete [2].
References [1] J.A.O.Barros, J.A.Figueiras, Flexural Behavior of SFRC:Testing and Modeling, Journal of Materials in Civil Engineering, Vol. 11(1999), p.331-339
[2] Joaquim Barros, Eduardo Pereira, Simão Santos, Lightweight Panels of Steel Fiber-Reinforced Self-Compacting Concrete, Journal of Materials in Civil Engineering, Vol19(2007), p.295-304
Xiao, Flexural Strength Assessment of Steel Fiber Reinforced Concrete, Journal of Materials in Civil Engineering August, Vol.11 (1999), p.188-196

On the Dynamic Behaviour of Strengthened Stone Masonry Walls ELMENSHAWI Abdelsamie1,a, SOROUR Mohamed1,b, DUCHESNE Don2, PAQUETTE Jocelyn 2, MUFTI Aftab 3, JAEGER Leslie 4 and SHRIVE Nigel1,c 1 Department of Civil Engineering, University of Calgary, Canada 2 Public Works and Government Services Canada, Canada 3 Deprtment of Civil Engineering, University of Manitoba, Canada 4 Department of Civil Engineering, Dalhousie University, Canada a asmensh@ucalgary.ca, bmsorour@ucalgary.ca, cngshrive@ucalgary.ca Abstract Unreinforced stone masonry is common in heritage structures worldwide.
Canadian Journal of Civil Engineering, 37, 465-476
Engineering Structures, Accepted
Canadian Journal of Civil Engineering, In review
European Earthquake Engineering, 14, 59 -66

Straw bale with high density could bear the pressure of 1.218 MPa [[] Hongxin Nie and Baozhu Cao: Journal of Jilin Architectural and Civil Engineering (In Chinese), vol. 30 (2013), p. 11 ].
Walker studied the mechanical property of straw bales and found the maximum load bearing of plastered straw bale could reach to 21 - 66 kN/m [[] P Walker: Compression load testing of straw bale walls, Department of Architecture and Civil Engineering, University of Bath, (2004) ].
Straw bales were load-bearing components in straw bale houses because of simple methods and light work load of construction at first [[] A J Swan, A Rteil and G Lovegrove: Journal of Materials in Civil Engineering, vol. 23 (2011), p. 866 ].
Design of civil buildings (In Chinese) [S] ,[] GB50176-93.
Thermal design codes of civil building (In Chinese) [S] ].

Foam concrete through electric technology Zhabin Dmitryi.V.1,a, Sokov Viktor.N.2,b, Zemlyanushnov Dmitryi.Yu.3,c 1Postgraduate student, The Department of Building materials, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe chaussee, Moscow, 129337, Russian Federation 2Doctor of Technical Sciences, Professor, Chair, The Department of Building materials, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe chaussee, Moscow, 129337, Russian Federation 3Postgraduate student, The Department of Building materials, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe chaussee, Moscow, 129337, Russian Federation azhabindv@bk.ru, bsersok07@mail.ru, czemlyanushnov@inbox.ru Key words: self-compaction, hydraulic-and-heating field of forces, electric heating, inter-pore partitions, foam concrete, heating processing, solvate shell, contraction pores Abstract.
Industrial and civil construction.2013, №3, p.p.12-14
Proceedings of the 55th Scientific conference of professors, university teachers, researchers, engineers and post-graduates at SPGASU, St.

Experimental Testing of Fiber Reinforced Polymer-Concrete Composite Beam Yanlei Wang1, a, Qingduo Hao2 and Jinping Ou1, 2 1School of Civil Engineering, Dalian University of Technology, Dalian 116024, China 2School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China awangyanlei@dlut.edu.cn Keywords: Fiber Reinforced Polymer; Concrete; Composite Beam; Flexural Behaviour Abstract.
As one of the solutions to this problem, structural applications of fiber reinforced polymer (FRP) composites have recently been attractive in the civil engineering community due to their superior material properties such as high corrosion resistance, high specific strength, and high specific stiffness.
In terms of initial costs, FRP composites are still too expensive to compete with other conventional materials used in civil engineering applications.

Properties of the dry masonry mixtures with hollow ceramics microspheres Semenov Vyacheslav1,a, Rozovskaya Tamara2,b, Oreshkin Dmitriy3,c 1Ph.D Candidate, Associate Professor, The Department of Building materials, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe chaussee, Moscow, 129337, Russian Federation 2Postgraduate student, The Department of Building materials, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe chaussee, Moscow, 129337, Russian Federation 3Doctor of Technical Sciences, Professor, Chair, The Department of Building materials, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe chaussee, Moscow, 129337, Russian Federation ascience-isa@yandex.ru, btamara.roz@yandex.ru, cdmitrii_oreshkin@mail.ru Keywords: dry masonry mixtures, light-weight dry mixtures, hollow ceramics microspheres, masonry mortars, mortars for winter works, “warm” mortars.
Cretova: Hollow microspheres is high-qualitative filler for building and plugging mortars // Industrial and civil engineering (2010), no. 9, pp. 50-51

Prediction Method of the Load Resisting Mechanisms in the corroded RC Beams Wei DONG 1, a, Hideki OSHITA 2,b and Tomoaki Tsutsumi 3,c 1 Faculty of Electric Power Engineering, Kunming Univ. of Science and Technology, 650500, China 2 Department of Civil Engineering, Chuo University, Tokyo 112-8551, Japan. 3 Institute for Technology Development, Tokyo Electric Power Co., Ltd, Yokohama 230-8510, Japan.
a touicn@163.com, b oshita@civil.chuo-u.ac.jp, c Tsutsumi.Tomoaki@tepco.co.jp Keywords: bond performance, load resisting mechanism, failure mode Abstract.
Japan Society of Civil Engineers E2, 67(4), 605-624
Japan Society of Civil Engineers E, 64(4), 631-649

Usileniye stroitelnykh konstruktsiy s pomoshchyu uglerodnykh kompozitsionnykh materialov [Strengthening of structures using carbon composite materials] (2010) Magazine of Civil Engineering, 2(12), pp. 19-22.
Vneshneye armirovaniye izgibayemykh fibrobetonnykh izdeliy uglevoloknom [External reinforcement of bending fiber concretes products with carbon fiber products] (2013) Magazine of Civil Engineering, 1(36), pp. 21-26.
Vneshneye armirovaniye zhelezobetonnykh kolonn kompozitsionnym materialom na osnove uglevolokon [External reinforcement of concrete columns by composite materials based on carbon fibers] (2010) Magazine of Civil Engineering, 3(13), pp. 35-38.
Experimental research and finite element analysis of elastic and strength properties of fiberglass composite material (2014) Magazine of Civil Engineering, 3(47), pp. 25-39

Influence of Aggregate Volume Ratio of Mortar on the Migration of Cations Using the Accelerated Lithium Migration Technique Wei-Chien Wang 1, a, Chih-Chien Liu 2, b, and Chau Lee 3, c 1 Department of Civil Engineering, Chung Yuan Christian University, ChungLi 32023, Taiwan, R.O.C. 2 Department of Civil Engineering, ROC Military Academy, Fengshan 83059, Taiwan, R.O.C. 3 Department of Civil Engineering, National Central University, ChungLi 32001, Taiwan, R.O.C.
Dissertation, Department of Civil Engineering, National Central University, ChungLi, Taiwai 2003).