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Online since: December 2012
Authors: Hong Sheng Liu, Jin Yan Zhang, Zhen Jie Xu
Acknowledgements This work is supported by the National Natural Science Foundation of China (Grant No. 50906007).
Pereira: Fire and Materials, Vol. 22 (1998), p.187 [3] JR Shi, MZ Xie, H Liu, G Li, and L Zhou, International Journal of Heat and Mass Transfer,Vol. 51 (2008), p.1818 [4] V.I.
Dobrego, International Journal of Heat and Mass Transfer.Vol. 49 (2006), p. 2578 [5] F Contarin, A.V Saveliev, A.A Fridman, and L.A Kennedy, International Journal of Mass Transfer, Vol. 46 (2003), p.494 [6] CH Zheng, LM Cheng, ZY Luo, MJ Ni, and KF Cen, Proceedings of the CSEE,Vol. 29 (2008), p.48 (In Chinese) [7] JR Shi, MZ Xie, JT Liu, HT Li, SQ Wang, and ZJ Xue, Journal of Dalian Maritime University, Vol. 34 (2008), p. 69 (In Chinese) [8] S.A.
Online since: May 2013
Authors: Dong Hui Cheng, Peng Zhang
The materials were: concrete C20, longtitudinal reinforcement was HRB335, supplementary and hoop reinforcement were HPB235.
Building Science Research of SiChuan, 2003,29 (2): 56—60
Journal of Building Structures, 2003,24 (5): 24—30
Journal of Building Matcrials,2009,12(20): 141—147
Journal of Structral Engineering, ASCE, 2001, 127 (7) :7842791
Online since: July 2014
Authors: Yan Hong Li
Creating problem situations refer to provide an opportunity for students to question and engage in activities, to explore the answers to questions, certain efforts are conducive to successfully solve the problem of learning materials, conditions, and practice.
Journal of changzhou institute of information technology, 2008, 7 (1) : 31-33
Journal of changzhou institute of information technology, 1 (2009) 55-57
Journal of vocational and technical education, 2006, 17 (27) : 59-60
Journal of Yangtze university (natural science edition), 2009 (6).
Online since: February 2012
Authors: Yan Mei Liu
The elastic of clothing materials can be divided into high, medium and low according to the elastic recovery rate experiments.
Journal of Textile Research,2006,27(7),109-112
Journal of Textile Research, 2010, 31(2):85-89
Journal of Textile Research,2005,26(2),77-78,81
Journal of Northwest Institute of Textile Science and Technology, 2002,16(1),13- 16.
Online since: July 2012
Authors: Mao Hu Wang, Zhen Liang Xu
The Selection of Strength Criterion A large number of experimental and engineering practices have proved, M-C strength theory can describe the strength features of the geological materials well, so it is widely accepted and used in the geotechnical engineering areas.
Beijing: China Science and Technology Press, 1999
Journal of Hydraulic Engineering, 2003
Chinese Journal of Rock Mechanics and Engineering, 2005 (2)
CHINESE JOURNAL OF GEOTECHNICAL ENGINEERING, 2002(3).
Online since: May 2011
Authors: Yu Chen, Xin Ling Wen, Jin Tao Meng
Acknowledgment The research is supported by the Chinese Aeronautical Science Foundation (No. 2009ZD55001), Zhengzhou Institute of Aeronautical Industry Management.
References [1] Chen Y. submitted to Journal of Key Engineering Materials Vol. 439-440 (2010), pp. 584-589
[2] Tan X. submitted to Journal of Mechanics and Electronics.
[3] Zhang H.J, Han C.Z. submitted to Journal of.
Wei R.X. submitted to Journal of System Simulation.
Online since: March 2013
Authors: Jin Jian Chen, Jun Jie Wu, Shuai Jun Liu, Jian Hua Wang
The reinforced concrete of pile is assumed as linear elastic material to simplified calculation.
The reinforced concrete of pile is assumed as linear elastic material to simplified calculation.
Acknowledge This research is supported by the National Natural Science Foundation of China (No. 41002095).
Chinese Journal of Geotechnical Engineering.33(3), 427-432. (2011) [4] Chen JJ, Wang JH, Liang R, et al.
"Behavior of Pile Subject to Excavation-Induced Soil Movement" Journal of Geotechnical and Geoenvironmental Engineering, 126(11), 947-954. (2000)
Online since: May 2011
Authors: Zhi Bin Sun, Xiao Li Yang
These studies show that, because of the complexity of the composition material and the irregularity of the structure, the seepage characteristic and deformation mechanism of the gravel soil are greatly different from the traditional soil.
[2] Yuequan Shang, Hongyue Sun, Liguo Hou, Yunfa Chen: Chinese Journal of Rock Mechanics and Engineering.
[3] Boting Yu; Hongyue Sun; Yuequan Shang: Chinese Journal of Geotechnical Engineering.Vol.28(2006), p. 705-708,in Chinese
[5] Jiancong Xu. and Yuequan Shang: Chinese Journal of Rock Mechanics and Engineering.
[6] Zhong Zhou. and Helin Fu.et al.: Journal of Hunan University (Natural Sciences).
Online since: June 2012
Authors: Zhong Di Su, Zhi Cai Jiang, Xue Ding, Hang Zhao
The materials is the incompressible air and the wall is non-slip and adiabatic in the laminar model.
Journal of Basic Engineering, Transaction of ASME,1964,p. 86
[6] Han L S.Journal of Applied Mechanics, 1960, p. 82
Applied Science Research, 1968, p. 19
Journal of Fluids and Engineerings,1973, p. 95
Online since: September 2013
Authors: Zhan Guo Li, Hong Jie Zhao, Zhen Hu
IEEE TRANSACTIONS ON PLASMA SCIENCE, Vol. 39(2011), p1482-1488 [2] T.
Journal of Electrostatics, Vol. 57 (2003), p.293–311 [3] A.
Journal of Photochemistry and Photobiology A: Chemistry, 184(2006), p.125-134 [4] T.H.
Journal of hazardous materials, Vol. 165 (2009), 1/3 [5] Zhongchen Wu, Mingli Chen, Ping LiL et al.
Journal of Electrostatics, Vol. 44(1998), p.17-39 [7] Yuran Luo.