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Effect of Surface Treatment of Tire Rubber on the Tensile Properties of Ground Tire Rubber/Epoxy Composites Sugiman Sugiman1,a*, Didin Rizaldi1,b, Salman Salman1,c, Buan Anshari2,d 1Department of Mechanical Engineering, Faculty of Engineering, University of Mataram, Jl.
Majapahit 62 Mataram 83125 Indonesia 2Department of Civil Engineering, Faculty of Engineering, University of Mataram, Jl.
Indonesia itself generated ETL of about 684.4 kilotons, and only 75% had been recovered for civil engineering, energy, and material recoveries [7].
Akkas, Studies on epoxy modified with recycled rubber, Polymer Engineering and Science. 41 (2001) 514–521. https://doi.org/10.1002/pen.10748.

Research on the Stability of Erecting of Pre-Cast Segmental Box Girders with SPZ1300/48 Gantry Zhi-xing Sun 1,2,a, Shi-tong Chen 1,2 and Hong-wei Xu 3 1Research Institute of Transportation for National Defense, Shijiazhuang Tiedao University, Shijiazhuang, China 2Hebei Engineering Research Center for Traffic Emergency Response and Guarantee, Shijiazhuang Tiedao University, Shijiazhuang, China 3Department of Civil Engineering, Shijiazhuang Tiedao University , Shijiazhuang, China asunstar810@126.com Keywords: Overhead Launching Gantry; Overall Stability; Hoisting Optimization Abstract: In the present paper the whole structure and the construction process of SPZ1300/48 gantry is introduced and the stability of the gantry under lifting process and transition process is also analyzed by some reliable finite element method software.
Chendu: Shool of Mechanical Engineering of Southwest Jiaotong University, 2006
Chendu: Shool of Civil Engineering of Southwest Jiaotong University, 2004
Dalian: Faculty of Infrastructure Engineering Dalian University of Technology, 2006
ANSYS Numerical Analysis of Engineering Structure[M].

A Novel FRP-ERBG-Asphalt Concrete Pavement System for Steel Bridge Decks Xixiang Zhang1,a and Chao Zhang2,b 1School of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing, 400074, P.R.
Huang: Journal of Transportation Engineering and Information, Vol. 6 (2008), p. 12.
Huang: China Civil Engineering Journal, Vol. 40 (2007), p. 65.
Shen: Central South Highway Engineering, Vol. 32 (2007), p. 64.
Chen: Journal of Traffic and Transportation Engineering, Vol. 2 (2002), p. 47.

Introduction Finite element modeling is a very important tool to analyze the engineering structures.
Cai, Bridge model updating using response surface method and genetic algorithm, Journal of Bridge Engineering. 15 (2010) 553-564
Gylltoft, Improved bridge evaluation through finite element model updating using static and dynamic measurements, Engineering Structures. 31 (2009) 1477-1485
China Civil Engineering Journal, 44(2) (2011) 90-98
[6] Wei-Xin Ren, Hua-Bing Chen, Finite element model updating in structural dynamics by using the response surface method, Engineering Structures. 32 (2010) 2455-2465

Engineering Structures, 49: 1068-1088
Composites Part B-Engineering, 50: 413-428
Engineering Structures, 51: 151-161
The 2nd International Conference on FRP Composites in Civil Engineering-CICE 2004, Adelaide, Australia, 811-818
Composites part B: Engineering, 38: 451-466

Simple Discussion on Development, Influence and Future of Parameterization Design 1long ZHANG , 2Yu-bo GAO Simple Discussion on Development, Influence and Future of Parameterization Design 1College of Architecture and Civil Engineering,Taiyuan University of Technology,China. 392328600@qq.com 2* College of Architecture and Civil Engineering,Taiyuan University of Technology,China.
Under many situations, architects and software engineers will complete construction of a parameter model together.
Such structural relationship is also the exploration object of current architects and construction engineers.
Construction engineers often pay attention to column grid density, span and beam column size, so correspondingly column grid plan and reinforcement drawing are needed.
Equipment engineers might only require profile or node of some positions.

Investigation on Application of Semiloof Shell Element for Isotropic, Composite and Functionally Graded Material Kari Thangaratnam1,a*, Evangeline Kumar2,b 1Department of Civil Engineering, DMI College of Engineering, Chennai - 600123, India 2Department of Civil Engineering, Saint Michael's Polytechnic College, Avadi, Chennai - 600062, India aideskari@gmail.com, bevanchrisk@gmail.com Keywords: Functionally Graded Material; Semiloof; Composite; Isotropic Abstract.
Introduction In engineering, shell applications are utilized in numerous occasions wherein the problem involves sharp corners, and multiple joints.
Singh, and Thangaratnam, Non-Linear Vibration of FGM Plates and Shells using Semiloof Shell Element, Proc. of the International Conference on Emerging Research and advances in Mechanical Engineering, ERA (2009) 538-542
Plešek, Mass Lumping Methods for The Semi-Loof Shell Element, 18thInternational Conference Engineering Mechanics (2012) 1161-1171

Effect of Expansive Additive and Shrinkage Reducing Agent on Plastic Shrinkage of Steam-Cured Mortar Sarapon Treesuwan1,a, Komsan Maleesee2,b and Shigeyuki Date3,c 1,2Department of Civil Engineering, Faculty of Engineering, King Mongkut’s Institute of Technology Ladkrabang, Bangkok 10520, Thailand 3Department of Civil Engineering, Faculty of Engineering, Tokai University, Kanagawa, Japan asarapon.t@hotmail.com, bkomsan.ma@kmitl.ac.th, csdat@tokai-u.jp Keywords: plastic shrinkage, expansive additive, shrinkage reducing agent, fly ash, steam cured, factorial design.
Zhaoyu: Effects of shrinkage reducing agent and expansive admixture on the volume deformation of ultrahigh performance concrete, Advances in Materials Science and Engineering, Article ID 6384859 (2017)
Maleesee: Effects of shrinkage reducing agent and expansive additive on mortar properties, Advances in Materials Science and Engineering, Article ID 8917957 (2017)

Resistances of I-Section to Internal Forces Interactions Ivan Baláž1,a *, Michal Kováč1,b , Tomáš Živner1,c and Yvonna Koleková2,d 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Steel and Timber Structures, Radlinskeho 11, SK-81005 Bratislava, Slovakia 2 Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-81005 Bratislava, Slovakia aivan.balaz@stuba.sk, bmichal.kovac@stuba.sk, ctomas.zivner@stuba.sk, dyvona.kolekova@stuba.sk Keywords: Eurocodes; steel structures; aluminium structures; cross-section resistance; bending moment – shear force Interaction, bending moment – bimoment interaction, shear force – St.
Koleková, Interaction between bending moment and shear force in steel plated structural elements, Proceedings of abstracts of 20th International conference Engineering mechanics 2014, Svratka, Czech republic, 60-63, May 12-15, 2014
Baláž, Interaction between bending moment and shear force in aluminium plated structural elements, Proceedings of abstracts of 20th International conference Engineering mechanics 2014, Svratka, Czech republic, 304-307, May 12-15, 2014
Koleková, Interaction between bending moment and shear force in steel plated structural element, CD proceedings of 20th International conference Engineering mechanics 2014, Svratka, Czech republic, 1-16, May 12-15, 2014
Baláž, Interaction between bending moment and shear force in aluminium plated structural elements, CD proceedings of 20th International conference Engineering mechanics 2014, Svratka, Czech republic, 1-10, May 12-15, 2014

An Improved Comprehensive Index Method for the Evaluation of Rock Burst Risk in Mining Zhizhen Zhang1, 2, a, Feng Gao 1, 2, b, Xiaoji Shang 2, c 1State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou, Jiangsu 221008, China 2School of Mechanics and Civil Engineering, China University of Mining & Technology, Xuzhou, Jiangsu 221116, China azzzcumt@163.com,bfgao@cumt.edu.cn,cxj2900@126.com Keywords: mining engineering, rock burst, blind data, evaluation, compositive index method Abstract.
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