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Properties of Spanish Broom Fiber Reinforced Concrete Sandra Juradin1,a*, Ivica Boko1,b, Ivanka Netinger Grubeša2,c, Dražan Jozić3,d, Silvija Mrakovčić4,e and Iva Vukojević1,f 1Faculty of Civil Engineering, Architecture and Geodesy, University of Split, Matice hrvatske 15, 21000 Split, Croatia 2Faculty of Civil Engineering and Architecture Osijek, Josip Juraj Strossmayer University of Osijek, Vladimir Prelog 3, 31000 Osijek, Croatia 3University of Split, Faculty of Chemistry and Technology, Split, Ruđera Boškovića 35, 21000 Split Croatia 4Faculty of Civil Engineering, University of Rijeka, Ul.

Trigger Mechanism of Microcapsule Based Self-Healing Cementitious Material Guanxi Liang1,a, Xianfeng Wang1,b , Zhiwei Qian2,c, Ningxu Han1,d and Feng Xing1,e 1Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China 2Faculty of Civil Engineering and Geosciences, Delft University of Technology, The Netherlands aguanxi.liang@outlook.com, bxfw@szu.edu.cn, czhiwei.qian@outlook.com, dnxhan@szu.edu.cn and exingf@szu.edu.cn Keywords: 3D lattice model; Fracture process; Concrete-microcapsule system; Self-healing materials.

The results of the laboratory can be taken as reference in design, engineering and further research．
The design parameters and associated results even in this paper can be taken as reference in design，engineering and further research．
The method of compression strength tests were carried out according to test methods of materials stabilized with inorganic binders for highway engineering.
Acknowledgements The writers acknowledge the assistance of the Department of Civil Engineering, the HeBei University of Technology, and the financial support of the Communications Department of Hebei Province by the project of No Y-2010084.
Journal of Traffic and Transportation Engineering.

Vibration of Double Cable Suspension Bridge under Vehicle Load Nanhong Ding1, a, Lixia Lin2,b and Weihua Liao3,c 1School of Civil Engineering Southwest Jiaotong University, Chengdu 610031, China 2School of Civil Engineering Lanzhou jiaotong University, Lanzhou 730070, china 3School of Civil Engineering Lanzhou jiaotong University, Lanzhou 730070, china ananhongd@126.com, bLinLixia@126.com, cwhliao@126.com Keywords: double cable suspension bridge, bridge carriageway pavement irregularity, vehicle-bridge coupling vibration, impact coefficient, cable shape coefficient Abstract.
Engineering Mechanics Vol. 23(2) (2006), p. 103 [3] Ah med M Abded-Ghaffar: Vertical vibration analysis of suspension bridges.

Research on Dynamic Factor of the Column with Different Constraints Subjected to Blast Shock YuFeng Jiao 1,2, a, YanLi Hou 3,b and XueYing Wei 1,c 1 College of Civil Engineering, Tongji University, Shanghai,200092,China 2 College of Civil Engineering,Henan University of Science and Technology,Luoyang,Henan, 471003,China 3China new era interNational engineering corporation ,Xi’an,Shanxi,710054,China 4College of Civil Engineering,Chang’an University, Xi’an, Shanxi,710061,China a yufengjiao@sohu.com, b houyanli1024@sohu.com, c weixy@chd.edu.cn Keywords: Blast shock, dynamic factor, Reinforced concrete column, displacement response spectrum curve; Abstract.

Old Suspended Timber Floors Flexurally-Strengthened with Different Structural Materials Hugo Biscaia1,a, Noel Franco2,b, Ricardo Nunes2,c and Carlos Chastre3,d 1Department of Civil Engineering, FSE, UNIDEMI, FCT, UNL, Quinta da Torre, 2829-516 Caparica, Portugal 2Department of Civil Engineering, FCT, UNL, Quinta da Torre, 2829-516 Caparica, Portugal 3Department of Civil Engineering, CERIS, ICIST, FCT, UNL, Quinta da Torre, 2829-516 Caparica, Portugal ahb@fct.unl.pt, bnoel.franco@gmail.com, crd.nunes@campus.fct.unl.pt, dchastre@fct.unl.pt Keywords: Suspended timber floor; CFRP; Steel; Stainless steel; Numerical modelling.
Chastre: Composites Part B: Engineering Vol. 74 (2015), p. 23-41

Properties of GGBFS-Based Pervious Concrete Containing Fly Ash and Silica Fume Jul Endawati Civil Engineering Department, Politeknik Negeri Bandung, Indonesia julend03@yahoo.com Keywords: Pervious concrete, blast furnace slag, fly ash, silica fume, aggregate.
[5] Nadeem, M.,, Pofale, A.D, Experimental Investigation of Using Slag as an Alternative to Normal Aggregates (Coarse and Fine) in Concrete, International Journal of Civil and Structural Engineering, Vol3, N01, 2012
Journal of Structural and Construction Engineering, 590, 25-30
Final Report, Civil Engineering, Iowa State University

Inelastic Material Models for Numerical Analysis of Unreinforced Compressed Masonry Columns Aneta Maroušková1,a * 1 Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, Prague 6, 166 29, Czech Republic aaneta.marouskova@fsv.cvut.cz Keywords: Numerical analysis; masonry; brick; mortar; finite element method; Drucker-Prager model; Mohr-Coulomb plasticity; Concrete damaged plasticity.
The experimental program is part of a research project NAKI [1], which is being carried out at the Faculty of Civil Engineering, CTU in Prague.
In: Proceedings of CICE 2012 - The 6th International Conference on FRP Composites in Civil Engineering.
Non-linear behavior of unreinforced masonry walls with different Iranian traditional brick-work settings, Engineering Failure Analysis 44 (2014) 45-65, doi:10.1016/j.engfailanal.2014.04.018

Numerical simulation of blast mitigation cladding with gradient metallic foam core Jingde Li1, a, Hongyuan Zhou 2, b, Guowei Ma1, c, 1 School of Civil and Resource Engineering, the University of Western Australia, 35 Stirling Highway, Crawley WA 6009, Australia 2 School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue, Singapore, 639798 ajaden_li@hotmail.com, bxjtuzhou@yahoo.com, cma@civil.uwa.edu.au, Keywords: Gradient density, Cladding, Aluminium foam, Voronoi structure, Energy absorption, Blast mitigation.
International Journal of Impact Engineering 1997; 19(5-6):531-70
Materials Science and Engineering: A 2008, 499: 434-439

Effect of Mineral Admixtures on Rheological Properties of Cement Paste Linchun Zhang, Ailian Zhang School of Civil Engineering, Sichuan College of Architectural Technology, Deyang 618000, China zhanglinchun1980@126.com Keywords: rheological properties; mineral admixtures; cement paste; Marsh cone method; rotary viscosimeter Abstract: The Marsh cone method and rotary viscosimeter are used to study the effect of mineral admixtures such as ultra-fine fly ash, ultra-fine slag, zeolite powder and silica fume on rheological properties of cement paste.
Introduction Today concrete is one of the most widely used building materials in the world [1], and it is increasingly used in civil engineering.
Studying the effect of the single and compound mineral admixtures on the rheological properties of concrete has the vital significance regarding the modern civil engineering construction.
Geotechnical and Geological Engineering, 2002, 20(7) : 123-147