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Hawaii, USA: The International Society of Offshore and Polar Engineers, 2003.256-263
Civil Engineering in the Oceans VI, Proceedings of the International Conference on Civil Engineering in the Oceans VI [C].
Journal of Offshore Mechanics and Artic Engineering, Feb 2005,Vol 127:11-16

Comparison of Modal Analysis Using FEM and Eigenfrequency Measurements MARTINEK Jan1,a *, CARBOL Ladislav1,b 1Department of Physics, Faculty of Civil Engineering, Brno University of Technology, Veveří 95, 602 00 Brno, Czech Republic ahonza@dp.fce.vutbr.cz, bcarbol.l@fce.vutbr.cz Keywords: modal analysis, finite element method, ultrasonic testing, fundamental frequency Abstract.
In many classical engineering problems involving calculation of stress and deformation this effect is often neglected, because the outcome is insignificant in practical applications.
In civil engineering this assumption might be reasonable as the strain allowed in structures is rather small and so is the change of the cross section regardless of the Poisson's ratio.
Aggelis, Wave propagation through engineering materials; assessment and monitoring of structures through non-destructive techniques.

Research on the Lining Monitoring System of Mine Shaft in the Special Strata Pengli He1, 2, a Dongxiao Zhang1,b 1Department of Civil Engineering LuoYang Institute of Science and Technology China 2School of Civil Engineering Xi’an University Architecture and Technology China hepengli2003@126.com bqh-k@163.com Key words: monitoring system, shaft lining, vertical additional force, special strata Abstract: The shaft lining in deep topsoil will be lead to fracture by the vertical additional force, which is caused by the bottom aquifer drainage settlement.
Application and effect of grouting in surrounding soil on releasing and restraining additional stress of shaft lining, Chinese Journal of Geotechnical Engineering [J], Vol.27(7), July,2005, pp: 742-745 (in Chinese) [3] Hongchun Xia, Meian Tang, Mechanism and application of grouting into topsoil to prevent shaft lining fracture [J], Jounal of Mining and Safety Engineering, Vol.26(4), JulyDecember,2009, pp:407-412 (in Chinese) [4] Zaiquan Wang, Qiong Liu, Liming Zhang, Inverse study of numerical simulation of general vertical additional force in shaft lining based on monitoring information.

Simplified Calculation Model of Analyzing Fiber Plasterboards Filled with Concrete Core Columns with different spacings Qing-zhen Ma1,2,a Xin-liang Jiang1,b Bao-kui Zhang3,c 1 School of Civil Engineering, Tianjin University, Tianjin, 300072, China 2 School of Commerce, Tianjin University of Commerce, Tianjin, 300134, China 3College of Civil Engineering, Hebei University of Technology, Tianjin, 300401, China amqz0122@126.com, bjiangxinliang@126.com(corresponding author), czbk0101@126.com Keywords: Composite material; Concrete core column; Fiber plasterboard; Nonlinear analysis; Calculating model Abstract.
Adelaide (Australia): Dare Sutton Clarke Engineers, 2002
[6] Wu Yu-Fei, The effect of longitudinal reinforcement on the cyclic shear behavior of glass fiber reinforced fiber plasterboards: tests, Engineering Structures. 26(2004)1633-1646

The Three-dimensional DEM Modeling of Gravel Materials Luo Rui1, a, Chen Ping1, b, Yang Ting1, c, Zhang Hui-zong1, d,Li Ping1, e, Zeng Ya-wu1, f * 1Wuhan University, Institute of civil engineering, Wuhan, 430072, Hubei, China a 915583959@qq.com.cn , b 375701801@qq.com.cn , c susanyangt329@163.com.cn d 1029724358@qq.com.cn , e liping20080601@126.com.cn, f zengyw@whu.edu.cn Keywords: CT (computed tomography) scanning technology; Gravel materials; Three-dimensional DEM (discrete element method); Modeling Abstract: The tomography of the gravel was obtained by the CT scanning technology to reconstruct the DEM models.
Simultaneously, the relationship between two parameters and the accuracy of the modeling were studied. 1 Introduction The gravel materials are widely used in various fields of civil works.
Beijing Biomedical Engineering,2003, 22(3)：180～183
NUMGE2002: Numerical Methods in Geotechnical Engineering, Mestat (ed.), Paris, 2002; 239–246
Computer Engineering, 2002, 27(12)：114 -115

Performance of Rice Husk Ash as a Partial Cement Replacement in Fine Grained Mortar Noor Shuhada Mohammad1,a*, Suraya Hani Adnan2,b, Zalipah Jamellodin1,c and Wan Yuslinda Wan Yusof1,d 1 Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Batu Pahat, Johor, Malaysia 2 Faculty of Engineering Technology, Universiti Tun Hussein Onn Malaysia, Batu Pahat, Johor a shuhadamohammad89@gmail.com, b suraya@uthm.edu.my, c zalipah@uthm.edu.my , dyuslinda89@gmail.com Keywords: rice husk ash, fine grained mortar, fineness, compressive strength, flexural strength Abstract.
The authors wish to acknowledge the technicians of Structure Engineering Laboratory and Material Laboratory, Faculty of Civil and Environmental Engineering for their help in carrying out the laboratory test.

Testing and Analysis on Thermal Performance for Prefabricated Thermal Insulation Composite Wall Panel of an Office Building Zhen Ren1, a, Rui Li1, b, Xingyu Wu1, c, Lixin Wang1, d 1Beijing University of Civil Engineering and Architecture, 1 Zhanlanguan Road, Xicheng District, Beijing 100044, China a15910677629@sina.cn, blirui@bucea.edu.cn, cwxyazl@126.com, dwanglixin@bucea.edu.cn Keywords: thermal performance; energy saving; prefabricated composite wall; building envelope Abstract.
Commonly used in industrial workshop, and has gradually used in public buildings and civil buildings.
However, in practical engineering application results are different with the laboratory test.
Acknowledgements This work was financially supported by National Specialty Construction Project (Building Environment and Energy Engineering), and supported by Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering.

The Effectiveness of Strengthening of Reinforced Concrete Column Confined by FRP Wrapping KOSTIHA Vojtěch1,a *, GIRGLE František1,b, ČAIROVIĆ Dorde1,c and ŠTĚPÁNEK Petr1,d 1 Faculty of Civil Engineering BUT, Veveří 331/95, 602 00 Brno, Czech Republic akostiha.v@fce.vutbr.cz, bgirgle.f@fce.vutbr.cz, ccairovic.d@fce.vutbr.cz, dstepanek.p@fce.vutbr.cz Keywords: FRP materials – fibre reinforced polymers, reinforced concrete column, confined concrete, centrically loaded element.
Experimental verification of the real behavior of the confined element The experimental work carried out at the BUT Faculty of Civil Engineering should verify how much the results differ when changing the diameter of the strengthened column (i.e. size effect), the way of strengthening (the influence of number of fabrics) and the slenderness of element.
Lim, Vincent T.: FRP-confined concrete in circular sections: Review and assessment of stress-strain models, Engineering Structures, Volume 49, April 2013, pages 1068-1088
M., Jara M.: Revision of constitutive models for repairing bridge columns with fiber polymers, International Journal of Engineering, Science and Technology, Volume 3, No 4 2011

., Abidin M.Z2,b, Lim M.H3,c, Yahya K.4,d, Jahya Z5,e, Mohd Said K.6,f, Saim A.A7,g 1-7Faculty of Civil Engineering, Universiti Teknologi Malaysia , 81310, Johor Bahru, Malaysia azaitonharon@utm.my, bmardhiah04@gmail.com, cminghan881110@gmail.com, dKhairulzan@utm.my, eRiah_yaya@yahoo.com, fkamilahmohdsaid@yahoo.com, gaaziz@utm.my Keywords: noise exposure, construction noise, excavation, hearing protection, hearing loss Abstract.
Malaysia Journal of Civil Engineering, 24(1), (2012)
Noise Control Engineering Journal, 55 (4), (2007), p. 408–416
Hong: Hearing Loss among Operating Engineers in American Construction Industry.

Experimental Research on the Seismic Behavior of the SRC Short-pier Shear Wall with layered braces structures Wen-wu Lan1, a, Xiu-ning Peng1,b, Xiao-hua Huang2,c,Yu Lei1 1 College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, P.R.China 2Guangxi Polytechnic of Construction, Nanning 530003, P.R.China aemail: lanwenwu@gxu.edu.cn, bemail: xiuningpeng@163.com, cemail: gxhxh168@126.com Keywords: SRC short-pier shear wall, shaped steel confining boundary element, braces structure, seismic behavior.
So it becomes a serious problem to improve its seismic performance in engineering.
Acknowledgements This research was partially supported by the Natural Science Foundation of China (NO. 50968003), by the Guangxi Natural Science Foundation(NO. 09236001), by the foundation of dean of Engineering Disaster Prevention and Structure Safety Laboratory of Education Department of China (NO. 2010TMZR001)and by the funding from Guangxi Education Department (NO. 2009MS08).
References [1] Wen-Wu LAN, Hua Xie, Ying Zhang, and Quan-Jiang Li : International Symposium on Innovation & Sustainability of Structures in Civil Engineering (2009) , ISISS’2009. p.1420-1425