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Hysteretic Behavior Analysis of Stiffing Steel Plate Deep Beam Pan Tian-jiu1, a, Qiu Ya-bo1, b Zheng Hong1, c, Zhao Ran2, d 1School of Civil Engineering, Chang’an University, Xi’an, Shanxi, 710061, China 2School of Civil Engineering, Xi’an Peihua University, Xi’an, Shanxi, 710125, China a ptjchd@163.com, b chdqyb@163.com, c cehzheng@chd.edu.cn, d sun123_22@163.com Keywords: the stiffener; steel plate deep beam; hysteretic behavior; span-depth ratio Abstract.
To simplify method in practical engineering, the constitutive relation curve of steel is simplified.
International Association for Bridge and Structural Engineering,1973
Journal of Architecture and Civil Engineering, 2007, 24(3):31-35
Journal of Architecture and Civil Engineering, 2012, 29(2): 16-19.

Student, Department of Civil and Environmental Engineering, Sungkyunkwan University, Suwon, Republic of Korea 3Professor, Department of Civil and Environmental Engineering, Sungkyunkwan University, Suwon, Republic of Korea acjw85@skku.edu Keywords: Shear connector, Perfobond rib, Head stud, Direct shear, Flexural shear, Composite member Abstract.
Vellasco: Experimental evaluation of the structural response of Perfobond shear connectors, Engineering Structures. 32 (2010) 1976-1985
Shahrooz: Perfobond shear connector for composite construction, Engineering Journal. 39 (2002) 2-12
Hosain: A parametric study of perfobond rib shear connectors, Canadian Journal of Civil Engineering. 21 (1994) 614-625
[11] Korea society of civil engineers, Design code of concrete bridge, Kimoondang, Seoul (2008) [12] Eurocode, 4: Design of composite steel and concrete structures, ENV. (1994)

Effect of Charcoal Ash Coconut Shell from Waste Material at Different Size on the Physical Properties of Bitumen Mohd Ezree Abdullah1, a, Nurul Najihah Mad Rosni2, b, Ramadhansyah Putra Jaya3, 4, c *, Haryati Yaacob3, d, Norhidayah Abdul Hassan3, e, Agussabti3, 5, f 1Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Johor Bahru, Malaysia 2Faculty of Civil Engineering, Universiti Teknologi MARA, 94300 Sarawak, Malaysia 3Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Malaysia 4Faculty of Engineering, Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, 32610 Seri Iskandar, Perak Darul Ridzuan, Malaysia 5Faculty of Agricultural, Syiah Kuala of University, 23111 Banda Aceh, Indonesia aezree@uthm.edu.my, bjiharosni@gmail.com, cramadhansyah@utm.my, dharyatiyaacob@utm.my, ehnorhidayah@utm.my, fagussabti@unsyiah.ac.id Keywords: Charcoal ash, Modified bitumen, Size
Wan, The performance of styrene butadiene rubber on the engineering properties of asphaltic concrete AC14, Key.
Che Norazman, The effect of coconut shell on engineering properties of porous asphalt mixture.

Experimental Research on Axially Loaded Circular Concrete Columns Confined by CFRP under Preload Yi Pan1,2,a Shuangyin Cao3,b Denghu Jing3,c Shichun Zhao 1,2,d 1 College of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China 2 Key Laboratory of Seismic Engineering of Sichuan Province, Chengdu 610031, China 3 College of Civil Engineering, Southeast University, Nanjing 210096，China apanyi@swjtu.edu.cn, bcao@public1.ptt.js.cn, cgordentiger@tom.com, dswjuzsc@163.com Key words: carbon fiber reinforced plastic (CFRP) sheet; circular-section concrete columns; preload ratio; peak stress; peak strain Abstract.
Introduction Fiber reinforced polymer (FRP) composites have found increasingly wide applications in civil engineering due to their high strength-to-weigh ratio and high corrosion resistance.
However, the columns that need retrofit were under preload for the most part in practical engineering.
So the Strenghened RC columns were unloaded as more as possible in the real engineering project.
[3] Cao Shuanyin et al: China Civil Engineering Journal，Vol.8(2006.4), p.26,in Chinese

So far, a number of academic and commercial WSN prototypes have been available for applications to SHM in the field of civil engineering.
Advances in Structural Engineering. 14 (2011) 103-119
Structural Engineering and Mechanics. 17 (2004) 393-408
Structure and Infrastructure Engineering. 3 (2007) 103-120
MSc Dissertation, Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, 2011.

Behavior of Pre-cracked Reinforced Concrete Beam Strengthened with Prestressed CFRP Plate Bo Wang1,a Hui Peng2,b Jianren Zhang3,c 1 School of Civil Engineering and Architecture, Changsha University of Science&technology, Hunan Changsha , 410114 2 Ministry of Education Key Laboratory of Safety Control of Bridge Engineering, School of Civil Engineering and Architecture, Changsha University of Science&technology, Hunan Changsha , 410114 3 Ministry of Education Key Laboratory of Safety Control of Bridge Engineering, School of Civil Engineering and Architecture, Changsha University of Science&technology, Hunan Changsha , 410114 a wangboyyslanya@163.com, b huipeng1210@gmail.com, c Jianrenz@hotmail.com Keywords: prestressed CFRP plate; reinforced concrete beam; pre-cracked; load-carrying behavior; strengthening Abstract: The technique of strengthening structures with prestressing CFRP can improve the load-carrying behavior of reinforced concrete structures and has gained more and
Proceedings of the 7th International Conference on Extending the Life of Bridges, Civil + Building Structures, July 13-15, 1997, London, England, PP. 191-199
[5] Hollaway, L.C., and Leeming, M.B., (1999), “Strengthening of Reinforced Concrete structures using Externally-Bonded FRP Composites in Structural and Civil Engineering”.
Structural Engineers, 2005, 21(1) :34-40 [11] Cao G.
Engineering Journal of Wuhan University, 2005, 38(4):55-58

Influence of Reinforcement Corrosion on Reliability and Remaining Lifetime of RC Bridges KOTEŠ Peter1, a *, VIČAN Josef1,b and IVAŠKOVÁ Martina2,c 1University of Žilina, Faculty of Civil Engineering, Slovakia 2University of Žilina, Research Centre, Slovakia akotes@fstav.uniza.sk, bvican@fstav.uniza.sk, cmartina.ivaskova@rc.uniza.sk * corresponding author: kotes@fstav.uniza.sk Keywords: Corrosion, reliability index, reinforcement, concrete, failure probability.
In the civil engineering for practical using, it is better to use corrosion rate rcorr [µm/year] in calculations, than the mass loss.
In the civil engineering, there are two models describing the changing of the reinforcement diameter in time due to corrosion in the case of uniform corrosion (Fig. 2).
Structural Engineering International – International Association for Bridge and Structural Engineering (IABSE), publisher IABSE c/o ETH Zurich, Switzerland, copyright © IABSE, www.iabse.org/application, ISSN 1016-8664, E-ISSN 1683-0350, SEI Volume 23, Number 4 (2013) 411-417
Omishore, Applications of Advanced Variance-based Methods in Civil Engineering, Proc. of the Lightweight Structures in Civil Engineering, Warsaw (2009) 68–73

Research on Safety of high formwork supporting system of fastener-style steel pipe in concrete structures Guohui Jin1,a , Dongsheng YU2,b 1architecture and civil engineering school, Inner Mongolia University of Science and Technology, Baotou, Inner Mongolia, 014010, China 2architecture and civil engineering school, Inner Mongolia University of Science and Technology, Baotou, Inner Mongolia, 014010, China ajinguohuimba@163.com, byudongshengbmd@163.com Keywords: concrete structures; high formwork supporting system of fastener-style steel pipe security analysis; construction control Abstract.
And putting forward to specific construction safety measures combine with practical engineering.
Conclusion The paper not only analyzes the security of high formwork supporting system of fastener-style steel pipe in combination with practical engineering, but also put forward specific measures to the factors which influence on the security.
Only if use certified materials, organize construction on the basis of program, abiding by management system, put these criterions and systems into practice, should engineering construction be conducted safely.
Research on the Stability Analysis and Engineering Application of High-formwork Steel Tubular Support System[D].

Control of the Tender Stage for the Quality of Engineering Materials Lijun Yin Xinxiang Polytechnic College, Xinxiang, Henan, China 453006 Keywords: Bidding, Engineering Materials, BOQ, Quality Control Abstract.
If we can in the bidding process of the construction engineering and quality of construction materials and varieties strict control is the quality of engineering materials from source control, it will eventually achieve the purpose of controlling the quality of the project.
The point is to check civil engineering and installation works of coordinates, size, centerline, elevation, structure, node, buried pieces, holes or without error, design drawings are complete and clear, adapted to the design level of technology and technical conditions, foundation installed with or without conflicting with the basis of the main structure, decoration and facilities.
Practical work materials on behalf of the owners in the procurement process and supervision engineers can directly participate.
Technical Measures, the Implementation of Effective Control of the Quality of Engineering Materials Widespread in the engineering construction cycle is long, high energy consumption, serious waste of resources, practical problems and low quality in construction projects to encourage the use of new materials, new technology, advanced equipment, also tend to engineering Cost control play a multiplier effect.

In civil engineering, simplified theoretical method for simulating the rotations, which is called the elastic wave theory in this paper, has been widely studied.
Journal of Structural Engineering ASCE.
Canadian Journal of Civil Engineering.
The methods above are complicated for civil engineers.Especially, general codes are needed for general building design.
Earthquake Engineering and Engineering Vibration. 2011;Vol. 10(2011), p. 393-402. ].