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The Effect of the Carbon Nanotubes on the Mechanical Fracture Properties of Alkali Activated Slag Mortars TOPOLÁŘ Libor1,a*, ŠIMONOVÁ Hana1,b, ROVNANÍK Pavel1,c and SCHMID Pavel1,d 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic atopolar.l@fce.vutbr.cz, bsimonova.h@fce.vutbr.cz, crovnanik.p@fce.vutbr.cz, dschmid.p@fce.vutbr.cz Keywords: alkali activation, slag, mechanical fracture properties, three-point bending test, acoustic emission Abstract.
Topolar, Monitoring of the damage in stone blocks by means of non-destructive methods, Key Engineering Materials. 592–593 (2014) 545–548

Analysis of Vertical Dynamic Response of Simply Supported Beam Traversed by Successive Moving Loads Xiaoping Wanga, Mingshui Lib School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan,610031,China awxp2043@163.com, blms_rcwe@126.com Keywords: Simply Supported Beam; Moving Loads Series; Dynamic Response; Analytical solution; Parameter Analysis.
Engineering Structures 19, 936-944.

., Journal of Structural engineering, ASCE, Vol. 129, No. 1 (2003), pp. 30-40
N., International Journal of Civil and Structural Engineering, Vol.1(3), pp. 449-457, 2010

The system achieves the aim of Graphic-attributes integration based on Jinan municipal infrastructure projects and finally simplifies the decision-making on civil facility planning.
Computer Engineering and Applications, 2008, 44 (32): 203-205
Computer Engineering and Applications, 2008,44 (24): 85-89.

Arrangement Method Researchof Prestressed Concrete Slabwith Unbonded Reinforcement PingPangXinsheng Yin Jilin Architectural and Civil Engineering University, Changchun, China Pangp777@sohu.com Keywords: prestressed slab; reinforcement arrangement; Concentrated load;unbonded Abstract:In practical projects, prestressed reinforcement are arranged in concrete slab uniformly.
In actual engineering projects, whether in our country or on abroad, the reinforcement of slabsarearranged uniformly.It causes a large quantity of reinforcement and very high cost.

The researches on the mechanism of the concrete under low temperature frost injury Bin Zhang1,a, Peng Su1,b, Litao Dong1,c 1 Liaoning Technical University, Institute of Civil Engineering and Transportation, Fuxin, 123000，China azhangbin3351888@163.com, b424781454@qq.com,c463993486@qq.com Keyword: Concrete frost injury; Water-cement ratio; Porosity.
Concrete(in Chinese); 01, 2005 [5] Qian Daxing, pulverized fuel ash (in Chinese); 05, 2009 [6] Wang Weizhong, Feng Zhongxu;Engineering machinery(in Chinese); 2006, 11 [7] Yu Yongguang; China's new technology and new products(in Chinese); 20, 2010

Sensitivity of stress intensity factors with respect to the crack geometry by the scaled boundary finite element method Morsaleen Shehzad Chowdhury*, Chongmin Song and Wei Gao Centre for Infrastructure Engineering & Safety, School of Civil & Environmental Engineering, University of New South Wales, Sydney, NSW 2052, Australia *morsaleen.chowdhury@unsw.edu.au; Tel.: +61 2 9385 5306; fax: +61 2 9385 6139 Keywords: scaled boundary finite element method, shape sensitivity, stress intensity factors Abstract.

Numerical Model for Thermal Cracking of Concrete Shibin TANG1, a , Chun'an TANG1, b, Zhengzhao LIANG1, c and Qinglei YU 2, d 1 School of civil and hydraulic engineering, Dalian University of Technology, Dalian, 116024, China 2 Center for Rock Instability and Seismicity Research, Northeastern University, Shenyang 110004, China a Tang_shibin@126.com, btang_chunan@yahoo.com, cz.z.liang@163.com, dsy.fisher@126.com Keywords: Thermal stress; Thermo-mechanical coupling; Failure process; Thermal cracking.
Coupling, therefore, between the thermal and the mechanical behaviors, particularly the failure behaviors will be very helpful in developing rational methods for the predicting the life span of the structure engineering, and many literatures about thermal stresses and structure safety under high or low temperature condition, especially on the basis of damage mechanics [2-4], were reported.

Naji2,b, and Mohammed Mahmood3,c 1,2,3Department of Civil Engineering, University of Diyala, Iraq aZahraaalsara94@gmail.com, bHafizibrahem1973@gmail.com Keywords: Investment, Steel reinforcement, Destroyed buildings, BIM Abstract.
Fig. 1 The destroyed buildings [1] The awareness among owners, engineers, and contractors is sustainability in construction as well as increasing economic benefits that can be achieved through the reuse of building components over the past few decades.

Rebuilding the Combination Building of a Nuclear Power Plant by Employing the Lumped Mass Stick Model Wei-Ting Lin1,2, a, Yu-Chih Chen1, b , Yuan-Chieh Wu1, c and An Cheng2, d 1Institute of Nuclear Energy Research, Atomic Energy Council, Taoyuan 32546, Taiwan 2Department of Civil Engineering, National Ilan University, Ilan 26047, Taiwan awtlin@iner.gov.tw, bleoelephant@iner.gov.tw, cycwu@iner.gov.tw, dancheng@niu.edu.tw Keywords: Seismic design, Floor response spectrum, Natural frequency, Nuclear power plant Abstract.
Based on this computer model, the engineers can evaluate the safety and margin of combination build rapidly after the occurrence of earthquakes and tsunamis.