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Study on the bearing capacity and ductility of steel reinforced concrete T-shaped columns Zhe Li1,a, Shao-ji Chen 2, b, Cui-Ping Zhang1,c,Shuai zhang1,d 1 Department of Civil Engineering, Xi’an University of Technology Xi an,China 2 Zhanjiang City Construction Project Quality Supervision Center Zhanjiang, China a Lizhe009@163.com, b shaoji_chen@163.com, ccuiping0207@163.com, d shuaizhang97@163.com Keywords: steel reinforced concrete T-shaped columns; nonlinear full-range analysis; load angle; sectional curvature ductility coefficient Abstract.
Since the steel configured in the two principal axes uniform of SRC_T1, and the relation curve Mx-My shape become balance and symmetry about the Engineering Spindle of the cross section.
References [1] Zhe Li, Xiaofeng Zhang, Lianggang Que ,etc: Journal of Water Resources and Architectural Engineering, 2006，4(2) , p.23 .In China
L Chan, ASCE 127, 2001, p.678 [5] Guan Zhongguo, Huang Chengkui,etc: Engineering Mechanics,2006，4, p. 134.In China

Microstructural and mechanical properties of autoclaved saline soil brick: Part I: microstructure features QU Lie 1,2, a, GUO Lei 1, b,YANG Jiujun1,2 CHAI Shou-xi2,3 LI Su1 1Department of materials science and engineering at Tianjin Institute of Urban Construction,China 2 Tianjin key laboratory of soft soil environmental and engineering properties, Tianjin, China 3 Department of civil engineering at Tianjin Institute of Urban Construction, Tianjin, China aqul3@163.com, bguolei@tjuci.edu.cn Keywords: autoclaved saline soil; C2SH(A); tobermorite; microstructure.
Journal of Chongqing institute of construction engineering,Vol.3(1991), p.80-83 [2] Huang Shiyuan..

Proceedings of Thirteenth International Offshore and Polar Engineering Conference[C].
Soil Dynamics and Earthquake Engineering, 2007, 27(4): 324~332
Soil Dynamics and Earthquake Engineering, 2007, 27(4): 344~353
China Civil Engineering Journal, 2008, 41(10): 73-80

Experimental Research on Physical and Mechanical Properties of High-speed Railway Subgrade Filler Xiong Shi1, a, Jiasheng Zhang 1,b , Guodong Deng1,c, and Fei Meng 3,d 1School of Civil Engineering, Central South University, Changsha 410075, China ashixiong126@126.com, bjszhang_csu@vip.163.com, ccsudgd@163.com, dmengfei90@163.com Keywords: Filler, the bottom layer of subgrade, the underlying embankment, Screening test, Compaction Test, Large-scale triaxial test.
Journal of Railway Engineering Society, 2010(3): 23-27
Engineering properties and application of coarse grained soil[M].
Large-scale test study on volumetric strain law of coarse-grain soil[J].Water Resources and Hydropower Engineering,2013,44(6).

Statistical Analyses of Response Spectra on Medium-stiff Soil Site Wenfeng Liua, Xuezhong Chenb ,Jieying Suic School of Civil Engineering, Qingdao Technological University, Qingdao 266033, China alwf6688@sohu.com, bheilang1929@163.com, csuijieying@sina.com Keywords: response spectra; medium-stiff soil site; empirical probability distribution; Kolmogorov-Smirnov (KS) goodness-of-fit test; statistical average spectra formula Abstract.
The statistical average spectra of a large number of ground motions are used in seismic design, which are partly decided by the engineering judgments in building codes[4-6].
Considering the averaged spectra is usually used in fitting the design spectra in practical together with the engineering judgments.
Mech. , Vol. 85(1959), p.109 [2] Newmark N M and Hall W J. : Earthquake Engineering Research Institute, Berkeley, 1982 [3] A .S.

Research on the Properties of Collapsible Loess Reinforced by Cement 1,a Xiaoping Su 1School of Civil Engineering, Changchun Institute of Technology, Changchun 130012, China a E-mail: sxp5400@163.com Keywords: Collapsibility; Loess; Cement; Stadium; Strength Abstract.
To prevent instability accident occurs when construction projects is in progress in the collapsible loess region and ensure the security, reliability and economic rationality during engineering design and construction, it is necessary to choose a reasonable and effective loess foundation treatment.
Other engineering materials were introduced into the loess roadbed with a certain percentage, and compacted, thereby which can eliminate the collapsibility to enhance the strength of loess.
Central South Highway Engineering.(2005) in Chinese

Research on Bridge Damage-Reduction Seismic Performance with Variable Parameter Cable-Unseating Prevention Devices Yu-min Zhang1,a, Xing-xu Qin2,b 1 Mechanical Engineering College, Xi’an ShiYou University, Shaanxi Province, 710061, P.R.
China 2 Communications 2nd Navigational Bureau 2nd Engineering Co., Chong Qing, 401121, P.R.
References [] Krawinkler H, Seneviratna G D P K, Engineering Structures, 1998, 20(4-6): 452-464
China Civil Engineering Journal, 2005. 138(11): 84-90.

Determination of Optimal Nondestructive Technique (NDT) Using Multi-criteria Analysis LEONTE Alexandru Stefan1,a *, NEDELCU Anisor1,b and DRAGAN Razvan Gabriel2,c 1 Technological Engineering and Industrial Management Faculty, Manufacturing Engineering Dept., Transylvania University, 29, Eroilor Av. 500036, Brasov, Romania 2 Product Design and Environment Faculty, DPMM Dept.
Maldague, Thermographic nondestructive evaluation: overview of recent progress, SPIE- Society of Photo-Optical Instrumentation Engineers, Procedures Thermosense XXV, 2003
Carino , The Impact-Echo Method: An Overview, American Society of Civil Engineers, Reston, Virginia, 2001

Analysis of Crack Patterns of 500MPa Reinforced Concrete Beams Zhihua Li 1, a, Xiaozu Su 2, b 1 Building Science and Engineering College, Yangzhou University, Yangzhou 225127, P.
China 2 School of Civil Engineering, Tongji University, Shanghai 200092, P.
The results of this work will hopefully provide useful reference for engineers to understand the craking mechanism and development of flexural cracks in concrete beams reinforced with 500MPa steel bars.
Journal of base science and engineering, Vol.19(2011), p. 118-259.

College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou, Zhejiang 310014, P.
Kitsutaka: Journal of Engineering Mechanics., ASCE Vol. 123 (1997), p. 444 [16] P.E.
Hordijk: Journal of Structural Engineering., ASCE Vol. 112 (1986), p. 2462 [22] Nan-gou JIN, Xian-yu JIN, Jian SHEN and Ye TIAN: Journal of Zhejiang University (Engineering Science) Vol. 43 (2009), p. 732