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Online since: October 2012
Authors: Mu Xi Lei, Zheng Bao Lei, Run Al, Zhu Chen
Research on Safety Technology for Initiative Anti-collision of Bridge
Zhengbao LEI 1, a , Zhu CHEN 2, b, Muxi LEI 3, c, Run AI 1, d
1Key Laboratory for Highway Engineering of Ministry of Education, Changsha University of Science and Technology, Changsha 410004, P.R.China
2Engineering Research Center of the Road Disaster Prevent & Mitigation and Transportation Safety, Ministry of Education, Changsha 410004, P.R.China
3School of Civil Engineering and Architecture, Changsha University of Science and Technology, Hunan Changsha 410004 P.R.China.
Application of Anti-collision System in Bridge Engineering.
Application of Anti-collision System in Bridge Engineering.
Online since: August 2013
Authors: Chang Zhou, Ling Zhi Xi, Yi Li
Design and Implement of the Urban Bridge Cluster Monitoring
Online Assessment System
Lingzhi Xi1, a, Yi Li2,b and Chang Zhou3,c
1HYDROCHINA Huadong Engineering Corporation, Hangzhou, China.
2HYDROCHINA Huadong Engineering Corporation, Hangzhou, China.
3Department of Civil Engineering, Zhejiang University, Hangzhou, China.
Online since: July 2012
Authors: Jun Lin Zhu, Hui Liu, Zhi Bin Ren
Optimization Design of Permanent-Magnetism Brushless DC Motor Governing System Based on Artificial Fish Swarm Algorithm
Junlin Zhu, Hui Liu, Zhibin Ren
College of Electrical Engineering and Automation
Jiangxi University of Science and Technology
Ganzhou, Jiangxi, China
e-mail: besterfulitu@163.com
Keywords: Artificial Fish Swarm Algorithm, brushless DC motor, PID controller
Abstract.
[3] Xiaolei Li, Zhijiang Shao and Jixin Qian: Systems Engineering Theory and Practice, Vol.22(2002)No.(11),p.32
Zhe Jiang University Control Science and Engineering ,china 2003),p.18
[7] Ju Long: Journal of Civil Aviation Flight University of China, Vol.36(2008)No.(1),p.37.
[3] Xiaolei Li, Zhijiang Shao and Jixin Qian: Systems Engineering Theory and Practice, Vol.22(2002)No.(11),p.32
Zhe Jiang University Control Science and Engineering ,china 2003),p.18
[7] Ju Long: Journal of Civil Aviation Flight University of China, Vol.36(2008)No.(1),p.37.
Online since: September 2013
Authors: Zhi Hui Bian, Tie Cheng Wang, Xu Guang Li, Shi Yong Zhao
School of Civil Engineering, Tianjin University, Tianjin ,China
2.
As the most commonly connecting member in the engineering, nail connect consists of many types according to the length and dimensions, such as the twist-nail connection between the studs are via galvanizing treatment, and the nails fixed exterior wall cladding is no cap and via hot dip galvanized.
Properties of North American Wood Frame Residential Constructions,Structural Engineers,2004,(1) : 1-5
As the most commonly connecting member in the engineering, nail connect consists of many types according to the length and dimensions, such as the twist-nail connection between the studs are via galvanizing treatment, and the nails fixed exterior wall cladding is no cap and via hot dip galvanized.
Properties of North American Wood Frame Residential Constructions,Structural Engineers,2004,(1) : 1-5
Online since: September 2013
Authors: Yun Zou, Jie Kong, Cheng Li, Zhi Wei Wan
Nonlinear numerical analysis of SRC Frame Joint
Jie Kong1,a, Yun Zou1,b, Zhiwei Wan1,c, Cheng Li1,d
1School of Environment and Civil Engineering, Jiangnan University, Wuxi Jiangsu 214122, China
akongjie_12@163.com ,bzouyun_22@126.com,cjnwanzhiwei@163.com,dlicheng0917@126.com
Keywords: steel reinforced concrete; frame joint; finite-element analysis; hysteretic performance
Abstract.
In practical engineering, it need consider various factors to select the appropriate type of steel.
In practical engineering, the axial-load ratio should be limited.
In practical engineering, it need consider various factors to select the appropriate type of steel.
In practical engineering, the axial-load ratio should be limited.
Online since: May 2011
Authors: Xiu Guang Song, Kai Yao, Zhi Gang Dou, Yang Yang
Field test study on dynamic stress characteristics of sand soil
Xiuguang Song a, Kai Yaob, Zhigang Dou c and Yang Yang d
School of Civil Engineering, Shandong university, Jinan, 250061, china
asongxiuguang@sdu.edu.cn, byz20032006@163.com,
c dadou 252128@126.com, d542391664 @qq.com
Key words: Dynamic consolidation, Dynamic stress diffusion, Field test, Sand soil
Abstract.
Journal of Geotechnical Engineering,2007,(4):628-632(in Chinese) [3] LUO Heng,Jinfeng Zou,Li Liang.
Journal of rock mechanics and Engineering,2007,(7): 2701-2706(in Chinese) [4] Kyle M Rollins,Ji-Hyoung,Kim.U.S.
Journal of Geotechnical Engineering,2007,(4):628-632(in Chinese) [3] LUO Heng,Jinfeng Zou,Li Liang.
Journal of rock mechanics and Engineering,2007,(7): 2701-2706(in Chinese) [4] Kyle M Rollins,Ji-Hyoung,Kim.U.S.
Online since: December 2011
Authors: Qiu Bo Kang, Bo Chen, Yue Bo Cai, Jian Tong Ding
Thermal Cracking Resistance of Shotcrete Based on
Temperature Matched Curing
Bo Chen 1,2, a, Jian-Tong Ding 2, b, Yue-Bo Cai 2, c and Qiu-Bo Kang 3, d
1School of Materials Science and Engineering , Southeast University, Nanjing ,211189,China
2State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Nanjing Hydraulic Research Institute,Nanjing 210029,China
3Hohai University, Nanjing 210098,China
a bchen@nhri.cn , bjtding@nhri.cn , c ybcai@nhri.cn, d kang_qiubo@163.com
Keywords: Shotcrete; Thermal cracking resistance; Temperature matched curing; Macro fiber reinforced
Abstract.
[2] Leung Christopher K.Y., Lee Augustus Y.F., Lai Raymond: Journal of Materials in Civil Engineering, Vol. 19 (2007)p.4-218 [3] Leung, Christopher K.Y., Asce, M. , Lee, Augustus Y.F.
[2] Leung Christopher K.Y., Lee Augustus Y.F., Lai Raymond: Journal of Materials in Civil Engineering, Vol. 19 (2007)p.4-218 [3] Leung, Christopher K.Y., Asce, M. , Lee, Augustus Y.F.
Online since: March 2017
Authors: Vasile Mircea Venghiac, Vasile Murăraşu
Hong, The Strength of RC Coupling Beams with Plastic Hinges Using Strut-and-Tie Model, 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada, Paper no. 1480, August 1-6, 2004
Kurama, Analytical Evaluation of Diagonally-Reinforced Concrete Coupling Beams Under Lateral Loads, Structural Engineering Research Report, Department of Civil Engineering and Geological Science University of Notre Dame, Notre Dame, Indiana
Kurama, Analytical Evaluation of Diagonally-Reinforced Concrete Coupling Beams Under Lateral Loads, Structural Engineering Research Report, Department of Civil Engineering and Geological Science University of Notre Dame, Notre Dame, Indiana
Online since: August 2011
Authors: Fei Peng Zhu, Cheng Fei Wang, Ying Jun Xu, Xiao Yuan He
Synchronization between Driving and Illumination Signals in a High Frequency Stroboscopic Imaging System
Chengfei Wang1, Yingjun Xu2, Feipeng Zhu3, Xiaoyuan He3,a
1School of Instrument Science & Engineering, Southeast University, Nanjing 210096, China
2Electrical & Electronic Experiment Center, Southeast University, Nanjing 210096, China
3School of Civil Engineering, Southeast University, China
ammhxy@seu.edu.cn
Keywords: High frequency stroboscopic illumination, MEMS, DDS, Synchronization.
Chang, Dynamic out-of-plane profilometry for nano-scale full-field characterization of MEMS using stroboscopic interferometry with novel signal deconvolution algorithm, Optics and Lasers in Engineering, 47(2009), p. 237–251 [6] M.
Chang, Dynamic out-of-plane profilometry for nano-scale full-field characterization of MEMS using stroboscopic interferometry with novel signal deconvolution algorithm, Optics and Lasers in Engineering, 47(2009), p. 237–251 [6] M.
Online since: August 2012
Authors: Li Hua Zou, Kai Huang, Jian Mei Chen
The influence of structural damage on the vibration characteristics of shear-wall buildings
Kai Huang1,a, Lihua Zou2,b, Jianmei Chen3,c
1,2,3School of civil engineering, Fuzhou University, Fuzhou, China.
The pushover analysis is one of the most common methods to evaluate nonlinear performance of structures, which has been introduced to the framework of the performance-based seismic engineering and implemented into both Applied Technology Council-40[1] and Federal Emergency Management Agency356[2] in the USA for seismic evaluation of concrete buildings.
I: Formulation, Journal of Structural Engineering, ASCE. 131(2005) 203-211
The pushover analysis is one of the most common methods to evaluate nonlinear performance of structures, which has been introduced to the framework of the performance-based seismic engineering and implemented into both Applied Technology Council-40[1] and Federal Emergency Management Agency356[2] in the USA for seismic evaluation of concrete buildings.
I: Formulation, Journal of Structural Engineering, ASCE. 131(2005) 203-211