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Online since: May 2011
Authors: Peng Ju Cui, Da Feng Gao
Travelling Wave Effect Analysis of Long-Span Cable-Stayed Bridge Pengju Cui1, a, Dafeng Gao2, b 1Civil Department, Engineering College of CAPF, Xi’an 710086, China 2 Key Laboratory of Structural Engineering and Earthquake Resistance.
At present, for the seismic response analysis of practical engineering, the method of inputting seismic wave usually adopts coincident earthquake excitation, so, the results are different from the true.
References [1] Lingsen Yao: Bridge Engineering (Civil Transportation Publications, Beijing, 2008), p. 444 [2] Mingqiu YU, Bing ZHu: submitted to Journal of Railway Engineering Society. (2008) [3] Qianfeng Yao, Sanqing Su: Earthquake Engineering (Shaanxi Science and Technology Publications, Xi’an, 2001), p. 135 [4] Lichu Fan, Weidong Zhuo: Design of ductility anti-earthquake of bridge (Civil Transportation Publications, Beijing, 2001), p. 4
Online since: October 2013
Authors: Tie Cheng Wang, Qin Shan Li
Construction and Sustainable Development of Pipe Networks of Underground Drainage System Qinshan Li1,2,a and Tiecheng Wang1,3,b 1 School of Civil Engineering, Tianjin University, Tianjin 300072, China 2 Pingmei Shenma Construction Engineering Group Ltd, Pingdingshan 467000, China 3 Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin 300072, China apmjglqs@126.com, bwangtiecheng@eyou.com Keywords: pipe network; underground drainage system; urban, model; sustainable development.
People pay more attention to the ground work, and ignore the construction of underground engineering.
The urban underground drainage pipe network of developed countries is a system engineering, which is considered well at the beginning of the area large-scale development and construction projects.
In 1865, London had built the drainage engineering which is more than 20000km and forms the basis of London sewerage system.
The Urban Development is a Systematic Engineering.
Online since: November 2012
Authors: Gui Xuan Wang, Jie Zhao, Xu Hua Lu
Seismic analysis of nuclear project for joint between intake tunnel and circumfluence groove Jie Zhao1,a, Guixuan Wang1,b and Xuhua Lu1,c 1Dalian University R&D Center of the Civil Engineering Technology, Dalian, Liaoning, 116622, China azhaojie_gd@163.com, btumuxinxi@163.com, cluxuhua006@126.com Keywords: Tunnel, Machining, Circumfluence groove, Acceleration, Anti-seismic analysis, Internal force.
The results have the certain reference value and significance to the seismic design of similar underground engineering.
China Civil Engineering Society Journal, 2006,39(6):106-110.
World Earthquake Engineering.1990,(3):1-10.
Proceeding of the Seventh World Conference on Earthquake Engineering. 1980, 8: 20-28
Online since: December 2012
Authors: Nan Zhang
Characteristics of Self-Synchronization of Dual–Rotors System Nan Zhang Beijing Engineering Research Center of Monitoring for Construction Safety, School of Mechanical-electronic and Automobile Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China Email: zhangnan@bucea.edu.cn Keywords: self-synchronization; electromechanical coupling; nonlinear vibration; the self-synchronization Abstract.
Acknowledgments: This project is supported by the Natural Science Foundation of Beijing City under Grant No. 4122021 and by the Science Foundation of Beijing University of Civil Engineering and Architecture under Grant No. 00331611020.
Journal of Vibration Engineering, 13(2000), 325-331.
Journal of Vibration Engineering, 19(2006), 354-358.
Online since: May 2011
Authors: Zheng Nong Li, Wen Hai Shi
Field measurement of boundary layer wind characteristics and wind loads on super-tall building Wenhai Shi1, 2, a, Zhengnong Li2, b 1 College of Architectural and Civil Engineering, Wenzhou University, Wenzhou, China 2 College of Civil Engineering, Hunan Universities, Changsha, China awhshi@126.com, bzhn88@263.net Key words: typhoon; field measurements; wind loads; tall building; turbulence intensity Abstract.
Engineering Structures, Vol. 26 (2004), p. 233–244
Journal of Wind Engineering and Industrial Aerodynamics, Vol. 95 (2007), p. 445–466
Journal of Wind Engineering and Industrial Aerodynamics, Vol. 96 (2008), p. 1332–1358
Probabilistic Engineering Mechanics, Vol. 16 (2001), p. 73–86.
Online since: October 2014
Authors: Jian Heng Sun, Shu Li Zhao, Shang Qi Wang, Jun Lin Wang
Introduction The single layer lattice domes, as one type of the spatial structures, are widely used in engineering.
In engineering design, this type of structures is controlled by its stability behavior.
Elasto-plastic stability of single-layer reticulated domes, China Civil Engineering Journal. 2006, 39(10): 6-10
Study on stability of reticulated shell structures considering the influence of member buckling, China Civil Engineering Journal. 2012, 45(5): 8-17
Stability analysis method for lattice shells accounting for member buckling, Engineering Mechanics, 2012, 29(10): 149-156
Online since: August 2013
Authors: Yan Sheng Song, Zong Guang Sun, Wei Ning Ni
A New Damage Alarm Index Based on Frequency Deviation for Structural Health Monitoring Yan Sheng Song1, a, Wei Ning Ni1, b and Zong Guang Sun2, c 1 School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China 2 Research Institute of Roads and Bridges, Dalian Maritime University, Dalian 116026, China asongyansheng@yeah.net, bcewnni@sjzu.edu.cn, csun@dlmu.edu.cn Keywords: Damage alarm, Frequency deviation, Benchmark structure, Statistics Abstract: Based on the statistics probability of certain order frequenciy deviates from its normal range, this paper puts forward a new damage alarm index and corresponding damage alarming method for structural health monitoring.
Introduction In recent years, engineering structures in China are developing in a trend of being large and complex.
SHM systems have been successfully used in many types of civil engineering structures, especially in long term SHM system, such as Runyang Suspension Bridge, Qianjiang 4th Bridge and etc.[1,2].
Therefore, it has been successfully applied in many engineering.
References [1] Sun Jun, Li Aiqun, Ding Youliang and Deng Yang: Engineering Mechanics.
Online since: December 2012
Authors: Yu Zhou Sun, Bo Chen, Fan Yang
Performance assessment on the plastic mortar culvert reinforced by glass fiber Fan Yang1, a, Yuzhou Sun2, b, Bo Chen3, c 1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, China 2School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou, China 3Key Laboratory of Roadway Bridge and Structural Engineering, Wuhan University of Technology, Wuhan, China awgdyf2000@163.com, byuzhousun@yahoo.com.cn, ccbsteven@163.com Keywords: Plastic mortar culvert; Numerical simulation; Field test; stress distribution.
Introduction The concrete culvert is widely utilized in the highway traffic engineering at present.
Chen, Y.L.Xu: A new damage index for detecting sudden change of structural stiffness, International Journal of Structural Engineering and Mechanics, 2007, 26(3): p. 315-341
Engineering Mechanics. 2009, 26(10): p. 154-158.
Online since: July 2014
Authors: Xiao Xin Hu, Guang Hui Dong, Ju Liu, Lin Li
Three-Dimensional Numerical Analyses of Pile Response due to Braceded Excavation-Induced Lateral Soil Movement Lin Li1,a, Xiaoxin Hu2,b, Guanghui Dong3,c and Ju Liu4,d 1,2,4 School of Civil Engineering, Tianjin Key Laboratory of Soft Soil Characteristics and Engineering Environment, Chengjian University, Tianjin 300384, People's Republic of China 3The Metro Corporation of Tianjin, Tianjin 300051, People's Republic of China alilintjuci @126.com,bhu_xiaoxin @126.com, cdgh_8888@163.com, d l_b_t_x@126.com Keywords: Braced excavation, Lateral displacement , Distance, Pile stiffness, Axial load.
In engineering practice, the lateral displace- -ment of the wall may vary in large scope.
China Civil Engineering Journal, Vol. 38(2005), p. 91(in chinese)
Chinese Journal of Geotechnical Engineering, Vol. 29(2007), p. 638(in chinese)
Geotechnical and Geoenvironmental Engineering, Vol. 123(1997) p. 94
Online since: July 2014
Authors: Zi Ling Xie, Ke Jia Yang, Wei Li
Application of RPC Constitutive Model in FEA Yang Ke-jia1,2,a, Xie Zi-ling1,2,b, Li Wei1,2,c 1College of Architecture and Civil Engineering, Wenzhou University, Wenzhou, Zhejiang, 325035, China 2Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province ayangkejia@tom.com, bxiezl@wzu.edu.cn, cliweiwoaini@163.com Keywords: Reactive powder concrete; Damage index; Constitutive model; Damage Threshold; Damaged plasticity model; Simply supported beam Abstract.
RPC is with broad application prospects in the field of civil engineering, military structure and nuclear industry.
Journal of Shenyang Institute of Engineering (Natural Science), 2009, 05(4):382-386 (in Chinese) [4] Research on Design Theory and Mechanical Properties about RPC Slab Track of High Speed Railway[M].
ABAQUS Application in Structural Engineering and Detailed Examples[M].
Journal of Hydraulic Engineering, 1995, 26(6):1-7 (in Chinese) [12] Wang Chunlai, Xu Bigen, Li Shulin, etc.