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Results show that the steel bar reinforced high-strength concrete columns are applicable to practical engineering.
l Establishment of a calculating equation for the axial compressive bearing capacity of steel bar reinforced high-strength concrete columns, providing a reference for practical engineering applications.
Yang: World Earthquake Engineering, Vol.23 (2007) NO. 4, p. 13 (In Chinese)
Zhu: China Civil Engineering Journal, Vol.43 (2010) NO.6, p. 53 (In Chinese)
Du, Earthquake Resistant Engineering, Aug. (2004) NO.4, p. 32 (In Chinese).

Performance Comparison of Beams with Different Stirrups Haitao Wan 1, a, Li Li2,b 1 School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China 2 School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China awht110119040@163.com, blylylee@163.com Keywords: Reinforcement, Reinforced concrete beam, Low cyclic loading test, Stirrups Abstract.
Sheikh:Journal of Structural Engineering, vol. 124(9) (1998), pp.999-1010
Yun: Engineering Structures Journal, vol. 26(1) (2004), pp.1-12

Introduction Suspension cable structure is widely used in civil, bridge, power and communication engineering because this structure is easy to devise, reliable to apply and simple to analysis its force (Fig. 1).
Cable bent tower Main cable Vertical sling Trussed beam anchor Fig. 1 The major structure of suspension Cable Bridge Non-linear dynamics of the cables becomes more and more important because they are widely used in the structural and electrical engineering.
The result has important significance for solving the problem of icing suspension cable in engineering mechanics.
Journal of Civil Engineering and Management. 16 (2010) 149-154

Finite element model updating of T beam bridge based on ANSYS Yanwei Li1, a ,Linhai Zhang2, b 1 Architecture and Civil Engineering,Taiyuan University of Technology,Taiyuan,China 2 Architecture and Civil Engineering,Taiyuan University of Technology,Taiyuan,China a641816006@qq.com,b1039930998@qq.com Keywords: bridge; static data; finite element method; optimization; model updating Abstract.
The static characteristics of the T beam The static load test in the The Third Engineering Huozhou to Yonghe (West) four Corps beam field.
(2) this paper uses the optimization theory of ANSYS makes the theoretical model and actual model similar.It can have important practical significance for engineering in the bridge damage assessment and detection.

Cunha - University of Minho, Portugal  Ulisses Targino Bezerra - Federal Institute of Paraíba, Brazil  Victor Ferreira - University of Aveiro, Portugal Local organizing committee:  José Aguiar (Chairman) - University of Minho, Portugal  Aires Camões - University of Minho, Portugal  Arman Shasavandi - University of Minho, Portugal  Fernando Pacheco Torgal - University of Minho, Portugal  Mohammad Kheradmand - University of Minho, Portugal  Raphaele Malheiro - University of Minho, Portugal  Raul Fangueiro - University of Minho, Portugal  Rute Eires - University of Minho, Portugal  Sandra Cunha - University of Minho, Portugal  Zahra Abdollahnejad - University of Minho, Portugal Scientific committee:  Aires Camões - University of Minho, Portugal  Alexandre Vargas - Feevale University, Brazil  Ana Velosa - University of Aveiro, Portugal  António Tadeu - University of Coimbra, Portugal  Arlindo Gonçalves - National Laboratory of Civil
Engineering, Portugal  Augusto Gomes - Technical University of Lisbon, Portugal  Carlos Moraes - University of Vale do Rio dos Sinos, Brazil  Enio Pazini Figueiredo - Federal University of Goiás, Brazil  Eugénia Fonseca da Silva - University of Brasilia, Brazil  Feliciane Andrade Brehm - University of Vale do Rio dos Sinos, Brazil  Fernando G.
Federal University of Santa Maria, Brazil  Holmer Savastano Jr. - University of São Paulo, Brazil  Humberto Correia Lima Jr. - Federal University of Pernambuco, Brazil  Inês Flores-Colen - Technical University of Lisbon, Portugal  Isabel Torres - University of Coimbra, Portugal  João Castro Gomes - University of Beira Interior, Portugal  Jorge de Brito - Technical University of Lisbon, Portugal  José Aguiar - University of Minho, Portugal  Khosrow Ghavami - PUC - Pontifical Catholic University of Rio de Janeiro, Brazil  Luís Juvandes - University of Porto, Portugal  Marcos Alyssandro Anjos - Federal Institute of Education, Science and Technology of Rio Grande do Norte, Brazil  Mariana Correia - Higher School of Gallaecia, Portugal  Normando Perazzo Barbosa - Federal University of Paraiba, Brazil  Paulo Lima - State University of Feira de Santana, Brazil  Raul Fangueiro - University of Minho, Portugal  Rosário Veiga - National Laboratory of Civil
Engineering, Portugal  Rute Eires - University of Minho, Portugal  Ruy Arini - Paulista University, Brazil  Said Jalali - University of Minho, Portugal  Ulisses Targino Bezerra - Federal Institute of Paraíba, Brazil  Vasco Freitas - University of Porto, Portugal  Victor Ferreira - University of Aveiro, Portugal Sponsors:  University of Minho, School of Engineering  Federal University of Paraiba  APFAC - Portuguese Association of Manufacturers of Mortars and ETICS  APICER - Portuguese Association of the Ceramics Industry  ANIPB - National Association of Precast Concrete Industries  ABMTENC - Brazilian Association for Non-Conventional  Materials and Technologies  ProTerra - Ibero-American Network of Architecture and Construction with Earth  Portuguese Sustainable Construction Platform - Sustainable Habitat Cluster  Association Centro da Terra  Order of Architects  Order of Engineers  Construção Magazine

Contrast Analysis of Data Processing Method Based on the MATLAB in Compaction Test Zhiwei Yu1, a, Shengguo Cheng2, b 1College of Civil Engineering and Architecture, China Three Gorges University, Yichang, Hubei, 443002, China 2College of Civil Engineering and Architecture, China Three Gorges University, Yichang, Hubei, 443002, China E-mail: a zwyu88@126.com，b csg@ctgu.edu.cn Keywords: Optimum moisture content, Maximum dry density, Newton interpolation polynomial, Least-squares fitting, Curve fitting.
Introduction Soil compaction test is a very important indicator to measure compaction of soil，which is essential in the filling foundation design of engineering construction, like in railways, highways, bridges, airports, and water conservancy (reservoir dam).
Engineering Geology of Computer Applications, 2004, 33 (1): P.22-25.

Research on Structural Damage Localization by Improved Curvature Method CHANG Juna, WU Yu-mengb School of Civil Engineering, University of Science and Technology of Suzhou, Suzhou, 215011 aemail: changjun21@126.com, bemail:wuyumeng@126.com Keywords: damage localization; frequency index; curvature mode; combination index Abstract: Damage identification is one of the main contents of structural health condition assessment.
Introduction Structural damage identification, as a part of structural health monitoring system, is becoming a hot research point for the academic and engineer community in recent years.
[4] Chang Jun (2006), “Curvature model based many damage locations identification of reinforced concrete beam”, Journal of Architecture and Civil Engineering, 23 (4): P24-27
[5] Wang ChengQiang, Chen Huaihai, Jiang Shuangyan (2009), “Research on the damage identification based on rotational mode shape curvature”, Journal of Naval Aeronautical Engineering Institute, 24(3): 24-27

Department of Civil Engineering, Tianjin University, Tianjin 300072, China 2.
Key Laboratory of Coast Civil Structure Safety of Ministry of Education, Tianjin University, Tianjin 300072, China 3.
China Tianchen Engineering Corporation, Tianjin 300400, China; ayangjianmin@tju.edu.cn, b hanjunjie2521@cntcc.cn Keywords: drawdown; cone; well; confined aquifer Abstract.
Hydrogeology and engineering geology, 1983， (5):37-38(in Chinese) [2] Liu Tingxi,Liu Xiaoyan, Wang Yajuan, etc.
Comparative Analysis of “ Straight Line Trend Modeling Method” and “Drawdown Cone Method” in Calculation Aquifer Specific Yield, Journal of Inner Mongolia Agricultural University 2002,23(2): 22-25(in Chinese) [3] Shu Tung Chu, Transient radius of influence model, Journal of irrigation and drainage engineering, 1994, 120(5): 964-969 [4] Xue Yuqun, Theory of groundwater hydrodynamics.

The Effects of Earthquake on the Cylindrical Tanks JENDZELOVSKY Norbert 1,a* and BALAZ Lubomir 1,b 1Slovak University of Technology, Faculty of Civil Engineering, Radlinskeho 11, 810 05 Bratislava, Slovak Republic anorbert.jendzelovsky@stuba.sk, blubomir.balaz@stuba.sk Keywords: cylindrical tank, internal forces, earthquake, deformation, finite element method Abstract.
Knowledge transfer between scientific research and engineering practice enabled by company Biogas Budca Ltd., Elektrarenska 1, Bratislava 831 04, Slovakia.
Grajciar, Analysis of hydrodynamic pressures in water filled rectangular container considering slightness γ = 1 exposed to the earthquake, Civil and environmental engineering Vol. 5, No. 2 (2009) 079-087.
Bratka, Contemporary approaches to seismic analysis of tank with fluid, in: Engineering mechanics, National conference with international participation, May 11-14, 2009, Svratka, Czech Rep., pp. 186-187.

The Application of Building Information Model in the Deepen Design of Prestressed Concrete Structures Erwei GUO1,2,3,a,Yingxin QIAN3,b,Gang XU3,c,Jindong GAO3,d, Chenguang LI3,e 1Beijing Construction Engineering Group Co., Ltd.
Its purpose is as follows[2]: 1) According construction methods, practices and processes, process arrangements, construction drawings were optimized; them can be implemented fully equipped to meet the stringent requirements for prestressed concrete structures. 2) Detailed construction plans and sections were optimized, which not included the previous design drawings. 3) Deepen design include distinguishing other professional construction of civil engineering, plumbing and electricity, clearing construction content crossed each other, creating favorable conditions for the professional construction. 4) Deepen design of prestressed concrete structures includes tendons graphs, floor plans, and detail drawings of beams end-haunched, and deepen cross-sectional drawings.
AK201404); Project supported by Beijing Construction Engineering Group co., Ltd.
The Application of BIM Technology in The Structural Design[J] Journal of Information Technology in Civil Engineering and Architecture. 2010,4 [4] He Guanpei,Wang Yiqun, Ying Yugen.