Search results

Bhowmik, in: Sustainable Engineering Products and Manufacturing Technologies, edited by K.
Gopal, in: Advanced Composite Materials for Aerospace Engineering – Processing, Properties, and Applications, edited by S.
[5] International Civil Aviation Organization [ICAO]: Manual of Aircraft Accident and Incident Investigation – Part II, Procedures and Checklist (2012)
Hinojosa: Assessment of Composite Hazards at Crash Sites: Industrial Hygiene Field Guidance for Bioenvironmental Engineers (2001)
Choudhury: Failure Analysis of Engineering Materials (McGraw-Hill, United States of America 2002)

The Effect of Volume Fraction of Steel Fiber on the Tensile Softening Behavior in Ultra High Performance Concrete Su-Tae Kang 1, a, Jung-Jun Park1,b, Sung-Wook Kim 1,c and Kee Nam Hong2,d 1 Structure Material Research Division, Korea Institute of Construction Technology, Goyang, 411-712, Korea 2 Department of Civil Engineering, Chungbuk National University, Cheongju, 361-763, Korea a alphard@kict.re.kr, bjjpark@kict.re.kr, cswkim@kict.re.kr, dhong@chungbuk.ac.kr Keywords: Steel fiber, Volume fraction, High performance, tensile softening, Inverse analysis Abstract.
References [1] Kitsutaka, Y., Oh-oka, T., in: Influence of short cut fiber on fracture parameters of high strength mortar matrix : Fracture behavior of high-strength fiber Reinforced concrete(HFRC), Journal of structural and construction engineering Transactions of AIJ, Vol. 501, 1997, pp. 7-12.
[3] Hirozo, M., Noriaki, N., and Kazuki, K., in: Mechanical properties of FRCC on the basis of fracture mechanics, Journal of structural and construction engineering Transactions of AIJ, Vol. 449, 1993, pp. 1-7.
[6] Kitsutaka, Y., in: Fracture parameters by poly-linear tension softening analysis, Journal of Engineering Mechanics 123(5), 1997, pp 444-450

Improved Impedance Method and Guided Wave Technique for Damage Assessment of Beam Structures Using PZT Patches Hong Yong1, a, Wang Gao-Ping 1,b , Han Byeong-Hee1, c Hong Dong-Pyo2, d, Kim Young-Moon3,e 1 Department of Precision Mechanical Engineering, Chonbuk National University Jeonjusi, Jeonbuk, 561-756, South Korea 2 Department of Precision Mechanical Engineering, The Research Center of Industrial Technology, Chonbuk National University Jeonjusi Jeonbuk, 561-756, South Korea 3 Department of Arcitectural Engineering, Chonbuk National University Jeonjusi Jeonbuk, 561-756, South Korea ahongyong@chonbuk.ac.kr, bgpwang@chonbuk.ac.kr, cshinkuzi@chonbuk.ac.kr, d hongdp@chonbuk.ac.kr, e kym@chonbuk.ac.kr Keywords: Structural Health Monitoring, PZT Patches, Guided Wave, Damage Assessment.
Introduction The aging of large structures is a major concern for engineers and scientists The rapid development of the economy has given rise to much higher and stricter criteria and requirements for SHM (Structural Health Monitoring).
Inman., "Impedance-based health monitoring of civil structural components", ASCE, Journal of Infrastructure Systems, 2000, 6: p153-160

Study on the role of sediment dike in the port construction near silt coast Jun Kong*1, 2, a, Chen Cheng3, b, and Cheng-ji Shen4, c *Corresponding author, 1State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China 2Nanjing Hydraulic Research Institute, Nanjing, China 3College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing, China 4National Center for Groundwater Research and Training, School of Civil Engineering, The University of Queensland, Queensland, Australia akongjun999@126.com, btookysky@163.com, cc.shen@uq.edu.au Key words: sediment dike, harbor construction, sediment suspension Abstract: With the rapid development of social economy, silt coast exploitation becomes the main approach to make up the imbalance of harbor resources in China, although the inherent problem of sedimentation has not been fully addressed.
China Ocean Engineering, 2007, 2, 255-266
Journal of Hydraulic Engineering, 2000, 1, 49-59
Journal of Hydraulic Engineering, 1998, 124(7), 678-686
Journal of Hydraulic Engineering, ASCE, 1984, 110(10), 1613-1641

Simplified Analysis Research on Ancient Chinese Timber Structure Wei Li1, a, Dafeng Gao2, b, Pengnan Cao2, c, Xinjian Ding2, c 1Shaanxi Provincial Institute of Cultural Heritage Preservation Planning and Designing, Xi’an, Shanxi, 710075, China 2School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shanxi, 710055, China aliwei3331000@126.com, ba21402999@163.com, cshanfeng715211@126.com Keywords: Ancient Chinese timber structure, Modal analysis, Aseismic response analysis.
Experimental analysis on structural characteristics of an ancient timber architecture.Journal of Engineering Mechanics,2000, 17(2):75-83(in Chinese)
[3] Jiang Zheng rong.The fifteenth of Construction manual: Timberwork Engineering.Chinese Construction Industry Publishing house, 2007(in Chinese)
The deformational and stress behavior of wooden frame of Chinese ancient buildings under horizontally reverse load, World Earthquake Engineering, 2003, 19(1):9-14(in Chinese)
Experimental studies on the characteristic of mortise-tenon joint in historic timber buildings, Engineering Mechanics, 2006, 23(10):168-173(in Chinese).

Bali4,d 1Civil Engineering & Hydraulic Department.
This paper deals with the use of ARMA models in earthquake engineering.
-J., "Applications of ARMA Models for Seismic Damage Prediction," Probabilistic Methods in Civil Engineering, Proceedings 5th ASCE Specialty Conference, P.
[4] Brahimi M and Berri S (2006), “The Use of ARMA Models in Earthquake Response Spectra, ” 14th International Conference on Nuclear Engineering July 17–20, 2006 , Miami, Florida, USA,Volume 3: Structural Integrity; Nuclear Engineering Advances; Paper no.
[12]Newmark NM and Rosenblueth E (1971), “ Fundamentals of Earthquake Engineering,” Prentice Hall, in Englewood Cliffs, N.J.

Study on the High Bench Cast-blasting Effects Influenced by Explosive Specific Charge Li Xiang-long 1,a,Liu Dian-shu2,b ,Luan Long-fa1,c,Yang Yi1,d and Zhang Zhi-yu1,e 1 Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming, China 2 School of Mechanics & Civil Engineering, China University of Mining & Technology, Beijing, China alxl00014002@163.com, blds@cumtb.edu.cn, c7988982@qq.com, d41763252@qq.com, elxl00014002@sina.com Keywords: explosive specific charge, high bench cast blasting, cast percentage, muck-pile shape Abstract.
Experimental study shows that: under the same engineering geological conditions and blasting parameters, the throw distance increases as the average explosives specific charge increases, and this trend slows down gradually.
Engineer D'Appolonia proposed a appropriate value of cast blasting explosive specific charge as 0.63-0.65kg/m3 by statistical analysis.
Coal engineering, construction technology,2008(1):31-35.In Chinese [12] Kemin Li, Youdi Zhang, Hongxian Fu.
Mining and Safety Engineering,2006, 23(4):423-426.In Chinese [13] Xianbo Ning translation.Canadian experience in open coal casting blast [J].

Fracture Mechanics Analysis of Interfacial Crack in Anisotropic Bi-materials Jyun-Yong Jhan1,a, Chao-Shi Chen1,b, Chia-Huei Tu1,c and Chien-Chung Ke2,d 1 Department of Resources Engineering, National Cheng Kung University, Tainan 701, Taiwan 2 Geotechnical Engineering Research Center, Sinotech Engineering Consultants, Inc., Basement No. 7, Lane 26, Yat-Sen Road, Taipei 110, Taiwan akfgraffiti@hotmail.com, bchencs@mail.ncku.edu.tw, ctu_758594520@hotmail.com, dccke@sinotech.org.tw Keywords: Boundary element method (BEM); Anisotropic bi-material; Stress intensity factor; Interfacial crack Abstract.
Ph.D. thesis, Department of Civil Eng., University of Colorado (1996).

Feasibility of automatically measuring of large and small discharge in open channel using rectangular sharp-crested weir Xin Zhang1,a, Peng Yan1,b, Ling Hua, Changzhi Ji1,c and Jiazhen Li 1,d 1 College of Water Conservancy and Civil Eng., China Agricultural University, Beijing, 100083, China a zhangxin@cau.edu.cn, b yanpeng4128@yeah.net,c jichangzhi01@163.com, d Neji1989@126.com Keywords: Flow in open channel, discharge measurement, rectangular sharp-crested weir, clinging flow, head-discharge relation.
In laboratories, the rectangular sharp-crested weir is often used for calibration of other types of weirs and measurement of accurate flow for hydraulic engineering model.
[2] E.J.Finnemore and J.B.Franzini: Fluid mechanics with engineering applications, McGraw-Hill(2002), New York
[3] Xin Zhang, Lingjuan Yuan, Ruwu Peng et al.: Journal of Hydraulic Engineering Vol. 136 (2010), p. 385-390

The Supporting Research on 40110 Working Face Transport Tunnel of Dafosi Coal Mine Jiaming Han1, a 1 School of Architecture and Civil Engineering, Xi'an University of Science and Technology, No.58 Yanta Zhonglu, Xi'an, Shannxi, 710054, China ajiaminghan@163.com Keywords: Tunnel; Supporting; Working face; Transport Tunnel Abstract. 40110 working face is located in CaiZiYuan Chengguan town of Binxian county.It is arranged as the third mechanized mining caving working face.
Rock Mechanics and Rock Engineering, 2004, 37 (1)
Rock Mechanics and Rock Engineering, 2002,35(2) .