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With these advantages, FRC has been applied in the world of civil engineering structures.
Kanda: Journal of Materials in Civil Engineering, Vol. 16 (2004), p. 433 [3] G.

ENERGY SAVING RATE ANALYSIS ON RESIDENTIAL BUILDING IN ZHANGJIAKOU Honglei Ma1,a ,Jianhui Niu2,b 1Department of Urban Construction, Hebei Institute of Architecture and Civil Engineering, Zhangjiakou 075024, China 2Department of Urban Construction, Hebei Institute of Architecture and Civil Engineering, Zhangjiakou 075024, China amhlmhl811@sina.com, bnjh.tianjin@yahoo.com.cn Keywords: energy saving; heat transfer coefficient; energy saving rate.

Theoretical analysis of SSCC floor system of through truss high-speed railway bridges ZHANG Yezhi a, CHEN Liang School of Civil Engineering and Architecture, Central South University, Changsha 410075, China aemail: zhangyz824@163.com Key words: high-speed railway bridge, composite floor system, horizontal bending, SSCC floor system, theoretical analysis Abstract.
Journal of Constructional Steel Research Vol. 55 (2000), p. 229 [7] Ye-zhi Zhang and Ying-hui Liu: Behavior of Tianxingzhou Yangtze Bridge of wuguang passenger dedicated line, edited by Xian-Yan Zhou, the 4th International Symposium on Lifetime Engineering of Civil Infrastructure, Science Press (2009).

Theoretical and Experimental Study on Cable-to-girder Anchorages in Long-span Cable-stayed Bridges with Steel Box Girder Xing WEI a, Jun LIb School of Civil Eng.
References [1] Li Xiaozhen, Cai Jjing, Qiang Shizhong: Engineering Mechanics,Vol.21(2004),p84.
(in Chinese) [5] Liu Qingkunan, Wang Xinmin, Qiang Shizhong: China Civil Engineering Journal,Vol. 34(2001), p50.

Damage identification of a cantilever beam with a breathing crack based on instantaneous frequency WANG Qiu Fen1,a, HUANG Fang Lin1,b 1School of Civil Engineering, Central South University, Changsha 410075, China aqiufen-wang@hotmail.com, bfl-huang@21cn.com Keywords: damage identification, instantaneous frequency, breathing crack, time-varying stiffness Abstract.
Rytter: Vibrational Based Inspection of Civil Engineering Structures (PhD Disertation, University of Aalborg 1993)

Stability Study on Perforated Columns in Steel Storage Racks Under Axial Compression Shaofeng Yu1, a, Yao Ge2, b 1Department of Civil Engineering, Tongji University, Shanghai, 200092, China 2Department of Civil Engineering, Tongji University, Shanghai, 200092, China ayushaofeng2007@126.com, bgeyao717@163.com Keywords: Perforated Columns of Steel Storage Racks, Overall Buckling, Local Buckling, Distortional Buckling.

Parametric Sensitivity Analysis of Long-span Arch-truss String Structure Zhengxian Bai1, a, Ximing Hou1, b, Shuai Tian2,c and Jinzhi Wu1,d 1College of Architectural and civil Engineering, Beijing University of Technology, Beijing, China 2 Beijing Institute of Residential Building Design & Research Co., LTD.
Dissertation, Beijing University of Technology (2011) , In Chinese [4] Dabin Yang, Yigang Zhang, Jinzhi Wu, and Weifeng Jin, Spatial Structures, Vol. 16, No. 2(2010)p. 46-49, In Chinese [5] Pandey A K, Biswas M, and Samman M M, Journal of Sound and Vibration, Vol. 145, No. 2(1991) p. 321-332 [6] Xiaofei Jin,Feng Fan, and Shizhao Shen, Civil Engineering Journal, Vol. 43, No. 2(2010) p. 12-19, In Chinese

study about characteristics of cement paste on fractal theory Tianyang Zhai 1,2 1 College of Civil Engineering, ShenZhen University, Shenzhen, China. 2Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen, China.

Financing Strategies of China’s indemnificatory housing Construction Based on REITs Mode Yang Zhang1, a, Qing Zhang2,b 1Jilin University of Finance and Economics, Changchun,JiLin,130000 2College of Civil Engineering,jilin Architecture and Civil Engineering Institute, Changchun,Jilin,130000 axqaixy@126.com, bzhang_qing_z@126.com Keywords: REITs;indemnificatory housing;Financing Abstract.

Dynamic Elasto-Plastic Analysis on the Steel Spatial Arch Truss with 120 m Span and 0.4 Rise-Span Ratio Haiwang Li1,a, Yu Ma1,b , Jing Liu1,c 1 Department of Civil Engineering, Taiyuan University of Technology 79, Yingzexi Street, Taiyuan, 030024, China; alhwtut@126.com, byuxiangline@163.com, ccimeng2005@163.com, Key words: Earthquake action, Elasto-plastic dynamic response, Plastic hinge, Steel arch truss.
Introduction Steel tube arch trusses are widely applied in practical engineering, and the large span buildings with them are required to be used as earthquake refugee shelters [1].
[2] Civil King Software Technology Co., Ltd.China institute of Building Standard Design & Research.