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Finite Element Analysis of Earthquake Resistance Behaviors in L-shaped Concrete-filled Rectangular Composite Steel Tubular Columns Jun Huang1, 2, a, Shaobin Dai 1, b and Jixiong Liu 2, c 1 Design & Research Institute of Wuhan University of Technology, Wuhan 430070 2 School of Civil Engineering and Architecture of Wuhan University of Technology, Wuhan 430070 ahj@whut.edu.cn, bdsb123@whut.edu.cn, cljxabccba@163.com Keywords: L-shaped concrete-filled steel tubular column, earthquake resistance behavior, nonlinear finite element analysis, experimental results Abstract.
XuliHua, and Duguofeng (2008, 2009) [5, 6-9] have summarized various special-shaped steel tube concrete column in engineering application and put forward steel tube concrete composite column which is composed of two square steel tubes which are welded directly, and then analyze the mechanics performance.
Civil engineering journal.2009,42(6): 14-21
Journal of Engineering Mechanics, 1998. 124(8):892-900

Calculation of crack width of steel-concrete composite beam prestressed with internal tendons Shuan Jiang1, a, Lili Bai2,b and Weichen Xue3,c 1,2,3School of Civil Engineering, Tongji University, Shanghai, PR China a123jiangshuan@tongji.edu.cn,cxuewc@tongji.edu.cn Keywords: Steel―concrete composite beam; Internal tendons; Crack width calculation; Uneven coefficient of reinforcement strain; Average spacing of crack.
Journal of Structural Engineering, ASCE, 1992, 118(10): 2743-2763
Journal of Structural Engineering, ASCE, 1989, 115(9): 2348-2363
Shang Hai; School of civil Engineering of Tongji University, 2009.

EVALUATION OF S/S PROCESS OF TANNERY WASTE IN CEMENT BY STRUCTURAL AND MECHANICAL ANALYSIS Pinto, C.A1; Dweck,J.1; Sansalone, J.J.2; Cartledge, F.K.3; Hamassaki, L.T.4; Diaz, F.R.V.5; Albanez, N.5; Büchler, P.M.6 1 Inorganic Process Department, School of Chemistry, Federal University of Rio de Janeiro, Brazil; email: carolina.pinto@gmail.com 2 Department of Civil and Environmental Engineering, Louisiana State University, USA 3 Chemistry Department, Louisiana State University, USA 4 Technology Research Institute of São Paulo State, Civil Engineering Department, Brazil 5 Metallurgical and Materials Engineering Department, University of São Paulo, Brazil 6 Chemical Engineering Department, University of São Paulo, Brazil Keywords: cement; tannery waste; clay; stabilization/solidification; NMR; compressive strength.

Yilkiran2,e 1 Fraunhofer Institute for Surface Engineering and Thin Films, Bienroder Weg 54 E, 38108 Braunschweig, Germany 2 Institute of Forming Technology and Machines, An der Universitaet 2, 30823 Garbsen, Germany a guenter.braeuer@ist.fraunhofer.de, b hanno.paschke@ist.fraunhofer.de, c martin.weber@ist.fraunhofer.de, d behrens@ifum.uni-hannover.de, e yilkiran@ifum.uni-hannover.de Keywords: Die Wear, Forging, Cracks, Boron based Coating, Doped CrN, Duplex-Process Abstract During forming operations the contact conditions relating to the surface of the tools, the intermediate coolant or lubricant and the hot work piece material are determining the material flow and the resulting wear.
Introduction This paper is intended as a review of recent joint research activities between IFUM (Institute of Forming Technology and Machines) and IST (Fraunhofer Institute for Surface Engineering and Thin Film) of the last decade.
Brand, Archives of Civil and Mechanical Engineering 12 (2012) 407–412
Brand, Archives of Civil and Mechanical Engineering 12 (2012) 284–291

Mechanism of Lake Area Variations and Water Level Changes in Nam Co Lake Yan DU 1,a*， Mowen XIE 1,b, Man HU 1,c 1 Department of Civil Engineering，School of Civil and Environmental Engineering，University of Science & Technology Beijing 100083，China a mutulei@163.com, b mowenxie@126.com, c human@126.com Keywords: Nam Co Lake; seepage; groundwater; Water level Abstract：The Tibetan Plateau is one of the best areas for the study because of its geographical location as well as human disturbance.
Journal of Hydrologic Engineering, 2012, 7(12): 1-20
Journal of Hydrologic Engineering, 1999, 4(3): 245-250

Towards Additive Manufacturing: Pumping Flow Rate with Time-Dependent Material Rheology in 3D Cementitious Material Printing Zhixin Liu1,a, Mingyang Li1,b, Teck Neng Wong1,c, Ming Jen Tan1,d* 1Singapore Centre for 3D Printing, School of Mechanical & Aerospace Engineering Nanyang Technological University, 50 Nanyang Avenue, Singapore 639798 aLIUZ0053@e.ntu.edu.sg, bLIMINGYANG@ntu.edu.sg, cMTNWONG@ntu.edu.sg, dMMJTAN@ntu.edu.sg Keywords: 3D cementitious material printing, Additive manufacturing, Rheology, Pumping flow rate, Open loop control.
Yeh, Mega-scale fabrication by contour crafting, International Journal of Industrial and Systems Engineering 1(3) (2006) 301-320
Tan, Fresh and hardened properties of 3D printable cementitious materials for building and construction, Archives of Civil and Mechanical Engineering 18(1) (2018) 311-319
Wang, A critical review of preparation design and workability measurement of concrete material for largescale 3D printing, Frontiers of Structural and Civil Engineering (2017) 1-19

Therefore, the application of RA and RAC in structural engineering is limited.
European Journal of Environmental and Civil Engineering, 2015, 19(7): 825-849
Engineering Structures, 2012, 40: 64–74
External Confinement Of plain and reinforced concrete columns using PVC Pipes[C]//2nd International Conference on Structural Architectural and Civil Engineering. 2016: 72-78 [12] Zhang Y J.

Fig. 8 Number of drops to cause failure for the slabs (modified) after reduction Fig. 9 Amount of energy in joules to cause failure for the slabs (modified) Fig. 10 Percentage energy absorbed relative to the control specimen Conclusions There are tremendous challenges for structural engineers to repair existing concrete structures especially with the increase in threats that could cause unexpected dynamic loads.
Engineering Failure Analysis (56)
Report 153 by the Civil and Architectural Egineering Department of the Royal Institute of Technology (KTH), Stockholm, Sweden
Proceedings of the Second International Conference on Performance-based and Life-cycle Structural Engineering (PLSE 2015).
School of Civil Engineering, The University of Queensland, pp 1373-1381

Introduction Wood and steel are the two most common materials used in both civil and industrial construction.
High-Temperature Properties of Steel for Fire Resistance Modeling of Structures // Journal of Materials in Civil Engineering.
[3] Hanus, F., Caillet, N., Gaillard, S. and Vassart, O. (2019), "Strength reduction factors for S355 to S500 steel grades under steady-state and transient-state heating", Journal of Structural Fire Engineering, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1108/JSFE-01-2019-0001 [4] Demekhin V.N.
[14] Petrycki, A. and Salem, O. (2019), "Structural fire performance of wood-steel-wood bolted connections with and without perpendicular-to-wood grain reinforcement", Journal of Structural Fire Engineering, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1108/JSFE-02-2019-0016 [15] Muhaned A.
Shallal and Sallal Rashid Al-Owaisy "Strength and Elasticity of Steel Fiber Reinforced Concrete at High Temperatures" Journal of Engineering and Development, Vol. 11, No. 2, pp 125-133, (2007).

Influence of Water Content on Fundamental Frequency of Mortar Sample CARBOL Ladislav1,a *, MARTINEK Jan1,b and KUSÁK Ivo1,c 1Department of Physics, Faculty of Civil Engineering, Brno University of Technology, Veveří 95, 602 00 Brno, Czech Republic acarbol.l@fce.vutbr.cz, bhonza@dp.fce.vutbr.cz, ckusak.i@fce.vutbr.cz Keywords: water content, maximum length sequence, MLS, non-destructive evaluation, ultrasonic testing, fundamental frequency Abstract.
Although their use in civil engineering is different they are both cementitious materials formed principally by a binder, such as cement, and aggregates.
Aggelis, Wave propagation through engineering materials; assessment and monitoring of structures through non-destructive techniques.
Martinek, Deterministic white noise generator based on microcontroller, In 11th workshop ndt 2013 non-destructive testing in engineering practice,.