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Comparative Study on Crack width Prediction for Concrete Flexural Members with GFRP Reinforcement Jiangyong Caia, Yingying Liub, Xueliang Wangc, Jingliang Xiongd, Hongxia Wane and Zhifeng Tuf School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, China.
Introduction Engineering design of concrete structures with fiber reinforced polymer (FRP) reinforcement requires careful consideration of serviceability conditions related to crack width control owing to its low modulus elasticity[1].
Huckelbridge: Journal of Bridge Engineering.
Tadros: Journal of Structural Engineering.

A Study on Additional Dynamic Effects after Members’ Failure: Mechanism and Design Applications Yanghang Shi a, Qun Lou b College of Civil Engineering, Huaqiao University, 269 North Chenghua Rd, Quanzhou, Fujian Province, China 362021 a d.s666@163.com, b louqun@foxmail.com Keywords: Additional Dynamic Effects, F-ADE, Progressive Collapse, Safety Measures Abstract: Regular anti-collapse analyses with dynamic factors to adjust static results are often not accurate enough.
Journal of Earthquake Engineering and Engineering Vibration. 2008, 28(2): 8-14.
Engineering Mechanics. 2009(06): 75-81.

Compare Business Process between Construction and Manufacturing on the Application of ERP Yanfang Sun College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan Shanxi, China 030024, gaoer2000588@163.com Keywords: Management Information System; Business Process; Enterprise Resource Planning; Manufacturing Resource Planning Abstract: To illustrate that the application of ERP in construction industry is feasible and necessary, this paper analyzes the business process of construction industry based on the four development phases of ERP in manufacturing -- basic MRP, closed-loop MRP, manufacturing resources planning(MRP-II), enterprise resource planning(ERP), and compares the business process between construction and manufacturing.
If you want to better perform engineering general objective, we must persistently information feedback, plan adjustment, contract variation, construction adjustment and other activities.
It formed payable information after construction enterprises signed series of engineering contracts, labor contracts, and material contracts with the suppliers.
（In Chinese） [3] Jonathan Jingsheng Shi, M.ASCE and Daniel W.Halpin, M.ASCE: Journal of construction engineering and management.

A Simplified Estimation of Critical Pedestrian Number on Lateral Vibrating Footbridge Based on Social Force Model Ye Huan 1, a, Song Zhigang 1,b 1 Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology.
The Structural Engineer, Vol.79(2002), p.17
Earthquake Engineering and Structural Dynamics, Vol.22 (1993): p.741
Journal of Bridge Engineering.

The Plate Body Stabilization Technology of Soft Soil Subgrade in Caofeidian Area Dongguo Li 1, 2, a, Jianping Chen 1,b and Yongqiang Zhang 2,c 1 College of Construction Engineering, Jilin University, Changchun ,130026,China 2 Key Laboratory of Civil Engineering Earthquake Resistant and Disaster Reduction of Jilin Province Changchun Institute of Technology, Changchun, China aldg731109@163.com, b249531952@qq.com, c89332460@qq.com Keywords: soft foundation, plate body stabilization technology, dynamic compaction, soil stabilizer, settlement.
Dynamic compaction foundation is used in engineering widely , but so far there is no set of very mature design calculation scheme.
Usually the engineering design parameters are initially selected on experience, and then the suitable design and on-site soil parameters are ultimately determined through field trials verified and the necessary modifications .

Using wind farms as green energy sources Dana Mădălina Pohrib1,a 1Faculty of Civil Engineering and Building Services, 43 D.
Nevertheless, the assessment of the reliability of such software must be seriously approached by the geotechnical engineering profession.
Otherwise, inconsistencies and contradictions could be overlooked and the right balance between available knowledge, accurate analysis, and engineering judgment may not be attained [1].
Numerical modeling Plaxis 2D V8 is a finite element package intended for the two-dimensional analysis of deformation and stability in geotechnical engineering.

The Local Stress Analysis of Slide Beam Taking into Account The Roughness of Girder Undersurface Yongbao Wang, Zhaoyu Li, Renda Zhao School of Civil Engineering, Southwest Jiaotong University, Chengdu, China yonbaowang@163.com Keywords: incremental launching method, slide beam, local stress, roughness of girder undersurface.
In the light of practical engineering experience, for example, the reconstruction project of the existing national road No.320, the uneven stress of right and left piers, as well as the intense local stress of slide beam is all influenced by the roughness of girder undersurface.
We apply the approach above to a real engineering project.
References [1] Huaxuan Xu: The Possible Technical Problems and Countermeasures during Construction of Launched Bridges [J], Journal of Railway Engineering Society,2002,74(2) (In Chinese) [2] Jielin Tang: The Improved Technology of Slide Beam in Bridge Incremental Launching Construction[J],Hunan Communication Science and Technology 2004,30(3):86~89 (In Chinese) [3] Guohao Li: Vibration and Stability of The Bridge Structure.

Longitudinal Stress Analysis of Local Compression on the Center of Plain Concrete Column Yan Wang1, a 1College of Engineering and Technology, Jilin Agricultural University, Changchun, Jilin, 130118, China a117390148@qq.com Keywords: Local Compression, Plain Concrete Square Column, Longitudinal Stress Distribution, Finite Element Analysis.
But in the concrete structure, engineering accidents arising because of longitudinal cracks or insufficient bearing capacity are common.
Journal of the Engineering Mechanics Division.
Proceedings of the American Society of Civil Engineers.

References [1] Luo Jiali, Analysis of importance of structural design and its influencing factors, Packaging Engineering, 30(2009) 127-129
[2]XU Bin, HUANG Yi, Construction design influence product shape and feasibility, Packaging Engineering, 26(2005) 222-223
Folding structure system and type, Journal of Architecture and Civil Engineering, 23 (2006) 70-73
[10] Luo Jing-yan，Zhong Lei, Research on the design of products structure under the concept of low-carbon , Packaging Engineering, 34(2013) 98-101.

Silicon carbide in particular has been the focus of a number of research groups and organizations in the past 15 years especially in electronics engineering [1].
Combination of cement-silicon carbide (SiC) production is relatively new discipline in a field d of civil engineering as well as question of reusing of industry waste [2].
Power Engineering Society Summer Meeting, Vol (2) pp. 1238-1239 [2] Bahari A, Berenjian J and  Sadeghi-Nik A 2016 Modification of Portland Cement with Nano SiC Proceedings of the National Academy of Sciences India Section A - Physical Sciences Vol (86) Issue 3 pp 323-331 [3] Bahari A, Sadeghi-Nik A, Roodbari M, Mirshafiei E and Amiri B 2015 Effect of Silicon Carbide Nano Dispersion on the Mechanical and Nano Structural Properties of Cement National Academy Science Letters Vol (38) Issue 4 pp 361-364 [4] Du F-P,  Xie S-S,  Zhang F, Tang C-Y, Chen L,  Law W-C and Tsui C-P 2016 Microstructure and compressive properties of silicon carbide reinforced geopolymer Composites Part B: Engineering Vol (105) pp 93-100 [5] ČSN EN 933-1 2012 Tests for geometrical properties of aggregates – Part 1: Determination of particle size distribution