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Different Approaches to Parallelization of Vector Assembly BOŠANSKÝ Michal1;a , PATZÁK Bořek1;b 1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Praha 6, Czech Republic amichal.bosansky@fsv.cvut.cz, bborek.patzak@fsv.cvut.cz Keywords: finite element method, parallel assembly, threads, shared memory Abstract.
Introduction Finite Element Method (FEM) is the most popular method to solve various problems in engineering.
[2] Cameron Hughes, Tracey Hughes, Parallel and Distributed programming Using C++, ISBN 0-13-101376-9, Pearson Education, 2003. 496 Engineering Mechanics 2015 [3] B.

Zhang1,b 1School of Naval Architecture, Ocean and Civil Engineering, Shanghai JiaoTong University, Shanghai 200240, P.
Jones, On the mechanics of the global bending collapse of circular tubes under dynamic axial load—Dynamic buckling transition, International Journal of Impact Engineering, Vol.35(2008), p.397 [4] M.
Zhao, Concrete-filled cold-formed circular steel tubes subjected to variable amplitude cyclic pure bending, Engineering Structures, Vol.30 (2008), p.287 [5] M.

Dewatering Preloading Test and Ground Subsidence in a Project Yongmou Zhang a, Jianchang Zhao b School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, Gansu, 730070, China azhangyongmou@163.com, bzhaojchan@163.com Key words: Dewatering Preloading, Phreatic Water, Ground Subsidence, Consolidation.
Since their engineering geological properties were very poor, foundation treatment should be done mainly for the two layers of soft soil.
Zhang et al.: Principles of Engineering Geological Analysis (Geological Publishing House, Beijing 1994), in Chinese.

China 3 College of Civil and Transportation Engineering Hohai University, Nanjing 210098, P.R.
Central South Highway Engineering, Vol. 27 (2002), p. 79-80 [5] Aiqun Li, Erjun Wu.
Development of the building monolithic movement technology and engineering in china.

Liu2,e 1Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen, 518055, China 2School of Mechatronics Engineering, Harbin Institute of Technology, Harbin, 150001, China aixiaozhiq@163.com.cn, bdenzq@hit.edu.cn, cbingyin_ma@hotmail.com, dlibing.sgs@hit.edu.cn, eliurq@hit.edu.cn Keywords: Large deployable Networks, Myard linkage, Tilings.
Introduction Deployable mechanisms are widely used in both aerospace industries and civil industries, such as deployable masts, antennas, solar panels and deployable vehicles, etc[1,2]., large deployable mechanisms, which consist of a set of basic deployable units are always required for the aerospace applications.
Proceedings of the Royal Society A (Mathematical, Physical and Engineering Sciences).
Proceedings of the Royal Society A (Mathematical, Physical and Engineering Sciences).

A Kind of Load Balance Multicast Routing Algorithm Based on Distributed Computation and Centralized Control CHEN Xiang1, a, Tang Jun-yong2, b, ZHANG Yong3, c 1School of Civil Engineering, Xi’an Technological University, Xi’an, China 2Department of Computer Science and Engineering, Xi’an Technological University, Xi’an, China 3Wuhan University of Science and Technology, Wuhan, China axichen0801@163.com, btjy112@163.com, cappserver@yahoo.cn Keywords: multicast; routing; Agent; distributed computation; centralized control Abstract.
T.: A New Algorithm for QoS Routing Based on AntNet, Computer Engineering and Applications, vol. 15, 2002, pp. 22-24

Fiber optic health monitoring of civil structures [A].
Feasibility study on application of BOTDR to health monitoring for large infrastructure engineering [J].
Chinese Journal of Rock Mechanics and Engineering 23 (3): 493- 499
Near-Surface Geophysics and Geohazards--Proceedings of the 4~(th) International Conference on Environmental and Engineering Geophysics(Volume 2)

Mechanical Fracture Parameters of Mortars Modified by Burnt Clays Eva Navrátilová1,a, Hana Šimonová1,b, Barbara Kucharczyková1,c, Ivana Havlíková1,d*, Jan Bedáň1,e, Pavla Rovnaníková1,f and Zbyněk Keršner1,g 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic anavratilova.e@fce.vutbr.cz, bsimonova.h@fce.vutbr.cz, ckucharczykova.b@fce.vutbr.cz, dhavlikova.i@fce.vutbr.cz, ebedan.j@fce.vutbr.cz, frovnanikova.p@fce.vutbr.cz, gkersner.z@fce.vutbr.cz Keywords: lime mortar, brick powder, metakaolin, fracture test, “double-K” model Abstract.
Evaluation of three-point bending fracture tests of concrete specimens with polypropylene fibres via double-K model, Key Engineering Materials, 592-593 (2014) 185-188
A comparative study on five approaches to evaluate double-K fracture toughness parameters of concrete and size effect analysis, Engineering Fracture Mechanics, 78 (2011) 2115-2138

Influence of Reinforcement Ratios on Concrete Fracture Parameters Xiangqian Fan1,2,a, Shaowei Hu1,2,b and Jun Lu1,2,c 1Nanjing Hydraulic Research Institute, No.34 Hujuguan Road, 210029, Nanjing, Jiangsu, China 2 State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, No.223 Guangzhou Road, 210024, Nanjing, Jiangsu, China afxq0104@163.com, bhushaowei@nhri.cn, clujun@nhri.cn Keywords: fracture parameters, reinforced concrete, three-point bending beam, reinforcement ratios.
Hou, Influence of reinforcement ratio on flexural behavior of RUHTCC beams, China Civil Engineering Journal, 42 (2009) 16-24
Choi, The effect of corrosion on the natural frequency and modal damping of reinforced concrete beams, Engineering Structures, 23 (2001) 1126-1133

Research of Punching Performance of Reinforced SFRLAC Superposed Two-way Slabs Songwei Peia, Zhonghua Dub, Changyong Lic, Fengjun Shid School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450011, China apsw@ncwu.edu.cn, b630080605@qq.com, clichang@ncwu.edu.cn, dshifengjun@ncwu.edu.cn Keywords: steel fiber reinforced lightweight aggregate concrete (SFRLAC); two-way slab; fraction of steel fiber by volume; punching shear; bearing capacity.
Yu, Experimental study on punching failure mechanism and calculation for punching resistance of reinforced concrete slab, Journal of Haerbin Institute of Architectural Engineering, Vol. 26 6 (1993) 74-80
Zhao, Experimental study on tensile strength of manufactured sand expanded-shale concretet, Journal of Zhengzhou University (Engineering Science), Vol. 32 1 (2011) 13-17