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The Creep and Relaxation of Viscoelastic Polymer Gaping Wang1,2, a, Yang Bai3, b and Li Chen3, c 1School of Civil and safety engineering , Dalian Jiaotong University, Dalian 116028, P.
China 3School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou 450052, P.

., Moscow, 129337, Russia, Moscow State University of Civil Engineering a pavel.akimov2@gmail.com, b marina.mozgaleva@gmail.com Keywords: correct wavelet-based method, multilevel method, boundary problem, local solution, structural analysis, Haar basis, averaging, method of extended domain Abstract.
International Journal for Computational Civil and Structural Engineering.

Research on Quantified Performance Index for Steel Reinforced Concrete Frame Structures Qiuwei Wang1, a, Qingxuan Shi1, b and Liujiu Tang2, c 1School of Civil Engineering, Xian University of Architecture and Technology, Xi’an 710055, China 2Northwest Electric Power Design Institute, Xi’an 710075, China awqw0815@sina.com, bqingxuanshi@sina.com, ctlj_513@sina.com Keywords: steel reinforced concrete frame structures; performance levels; storey yield drift angle; quantified performance index; expression formula Abstract.
Hou: China Civil Engineering Journal.

Yan1,2,b, Changtie Huang3,c 1School of Civil Engineering, Shenyang Jianzhu University, China 2School of Civil and Hydraulic Engineering, Dalian University of Technology, China 3 School of Management, Shenyang Jianzhu University, China azhaonaizhi@163.com, syan1962@163.com, chcht001@sina.com Keywords: bonded PZT actuator; PZT-driven model; bonded layer; driving force Abstract：In this paper, a mechanical model for bonded PZT actuator is presented.

The Effects of Cement Volume for the Mechanics Performance of Fiber Modified Polymer Resin Concrete Yujie Jin Jilin Architectural and Civil Engineering Institute,Changchun,china 785401050@qq.com Keywords: cement volume,epoxy resin concrete,the flexural strength,the compressive strength,the ratio of flexural and compressive strength.
Acknowledgements This work was financially supported by the Youth Science and Technology Development Fund of Jilin Architectural and Civil Engineering Institute.

Numerical Simulation of Effect on Billet Casting Q235 under Inner-out Cooler Lang Li1,a and Guoping Chen2,b 1School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, Sichuan ,621010,China 2School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, Sichuan ,621010,China alilang@mail.ustc.edu.cn, bchenguoping@swust.edu.cn Keywords: billet, inner cooler, flow field, temperature field, numerical Simulation.

Flexural Fracture and Fatigue Behavior of RC Beams Strengthened with CFRP Laminates under Constant Amplitude Loading Guowen Yao1,2,a, Peiyan Huang1,b and Chen Zhao1,c 1 College of Traffic and Communications, South China University of Technology, Guangzhou, China 2 College of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing, China a 4v_ygw@163.com, bpyhuang@scut.edu.cn, czhaozhou@pub.guangzhou.gd.cn Keywords: Carbon Fibre Laminate, Reinforced Concrete Beam, Fatigue Behavior, Cumulative Damage Model, Constant Amplitude Loading.
Externally bonded carbon fiber reinforced polymer (CFRP) materials are well suited to the rehabilitation and reinforcement of civil engineering structures due to their high specific strength, specific stiffness and corrosion resistance.
But only Miner-Palmgren model [10] has been widely applied to engineering.
Fig. 8: Evolvement of fatigue damage in CFL strengthened RC beams under fatigue loading. 0.0 0.5 1.0 1.5 2.0 0.0 0.2 0.4 0.6 0.8 1.0 n / 10 6 Dn Smax = 35 kN Smax = 30 kN Smax = 25 kN Cumulative damage modeling I II III Summary Externally bonded FRP materials have been applied to strengthening concrete structures in bridge, architecture and tunnel engineering in recent years with their high specific strength and specific elastic modulus, excellent water, acid and alkali resistance.

Challenges for Implementation of Building Information Modeling (BIM) in Malaysian Construction Industry Syed Shujaa Safdar Gardezi1,a, Nasir Shafiq1,b, Muhd Fadhil Nurudinn1,c, Syed Ahmad Farhan1,d and Usman Aminu Umar1,e 1Department of Civil Engineering, Universiti Teknologi Petronas, Bandar Seri Iskandar, 31750 Tronoh, Perak, Malaysia.
· Licensing issues when team members are other than owner and architect/engineer.
Azhar, "Building information modeling (BIM): Trends, benefits, risks, and challenges for the AEC industry," Leadership and Management in Engineering, vol. 11, pp. 241-252, 2011
Liston, BIM handbook: A guide to building information modeling for owners, managers, designers, engineers and contractors: Wiley. com, 2011
Kunz, "The scope and role of information technology in construction," in Proceedings-Japan Society of Civil Engineers, 2004, pp. 1-32

Analysis on Project General Contract with Design as Leading Role Li Huang1,a, Hua Zhang1,b 1Institute of Civil Engineering, Hebei University of Science and Technology, Shijiazhuang，Hebei, 050000，China a1010huangli@163.com, bzhhua1023@163.com KeyWords: Design as Leading Role; Project General Contract; Whole Process Management Abstract.
Designing always plays a decisive and control role in engineering quality control.
It is impossible to obtain the engineering contract until designing unit has improved its own actual strength and experience of investment decision and engineering project management.
The high-quality technicians should be equipped for management on site to meet the engineering requirement.
References [1] Youxiao Jiang: China Municipal Engineering Vol. 153 (2011), p. 50 [2] Jide Sun: China Civil Engineering Journal Vol. 36 (2003), p. 51 [3] Feng Qing: Real Estate Information of China Vol. 170 (2000), p. 51 [4] Zaosheng Wang: Construction Economics Vol. 8 (2004), p. 5

Design and Application of Special Slop Retaining Liping Wen1,2,a, Suli Wang2,b and Xuping Zhu2,c 1 Department of Civil Engineering, Tianjin University, Tianjin 300072, China 2 Institute of Disaster Prevention, China Earthquake Administration, Sanhe Hebei 065201, China aluckywen@yahoo.cn, bwangsuli_1021@sina.com, czhuxuping133@126.com Keywords: Composite Soil-nailing; Foundation Pit; Numerical Analysis; FLAC.
Engineering Geological Conditions.
Therefore, how to ensure the safety of the newly built civil air defense nearby became a great difficulty in the design of soil-nailing, which is also the focus of this paper.
[2] China Association for Engineering Construction Standardization: Technical specification for soil nailing in foundation excavations (CEC 96:97). 1997.
Chinese Journal of Geotechnical engineering. 2002, 24(1): 64~68 [6] Xiao Changsheng, Wang Yonghe.