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Comparison Analysis on the Mechanical Properties of HSC and NSC after the Action of High Temperatures 1,a Xiaoping Su 1School of Civil Engineering, Changchun Institute of Technology, Changchun 130012, China a E-mail: sxp5400@163.com Key words: high temperature, high strength concrete, normal strength concrete, mechanical property Abstract: With the wide application of high strength concrete in the building construction，the risk making concrete subject to high temperatures during a fire is increasing.
Journal of Disaster Prevention and Mitigation Engineering. 2012, 32(1): 27-32
Journal of Civil Engineering. 2000, 33(2): 8-12

A Method of Section Replacement for Pile-Bent Pier Rehabilitation Atitep Srikongsri1, a *, Alonggorn Sopapun2,b 1Department of Civil Engineering, Kasem Bundit University, 1761 Pattanakarn Rd., Suanluang, Bangkok 10250, Thailand 2Department of Civil Engineering, Kasem Bundit University, 1761 Pattanakarn Rd., Suanluang, Bangkok 10250, Thailand aatiteps@gmail.com, balonggorn@hotmail.com Keywords: pile-bent pier, concrete bridge, deterioration, rehabilitation, repair Abstract.
The installed frames had to be inspected very carefully by engineering supervisor before concrete section removal.

Research on Load Transfer Mechanism of Steel-Concrete Joint Section of Hybrid Beam Cable-Stayed Bridge Dali Zhang 1, Yuwen Bao2,a, Jianhui Gao 1, Lin Xiao2 and Xiaozhen Li 2 1Project Construction Headquarters of WUSU Bridge, Haerbin 150090, China ; 2College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China abaoyuwen28@sina.com.cn Keywords: hybrid girder cable-stayed bridge; steel-concrete joint section; model test; load transfer mechanism; stress distribution; finite element analysis Abstract.
Acknowledgement This research was sponsored by the National Natural Science Foundation of China (Grant No.50808150),Technological Research and Development Programs of the Ministry of Railway (Grant No.2008G031-11, 2009G004-B, 2010G018-A-4), The Open Fund of the Ministry of Education Key Laboratory for Civil Engineering Safety and Durability, Tsinghua University, Beijing, China.
Journal of Railway Engineering Society, 2009(9): 46-49.

Research on Construction of Rammed Earth Buildings Dejun Zhao 1, a, Yin Zhang 1,b and Junlong Lu 2,c 1 School of Civil Engineering, Xi'anUniversity of Architecture &Technology, Xi’an, Shanxi, 710055, China 2 School of Civil Engineering, Changan University, Xi’an, Shanxi, 710055, China aZachary_28@163.com, b Zhangyyt@xauat.edu.cn, c 53604912@qq.com Key words: Earth Building, Rammed Earth Wall ,Construction Technology ,Construction Inspection.
[5] NZS4297:1998.Engineering Design of Earth Buildings，Standards NewZealnad.1998

Sensitivity Analysis of CFST Frame Sidesway Based on Correlation Jianrong Pan1,2, a, Zhan Wang2, b 1Key Laboratory of Concrete and Prestressed Concrete Structures of Education Ministry, College of Civil Engineering, Southeast University, Nanjing 210096, P.R.
Introduction CFST (concrete-filled steel tubular) structure has been popularly applied in engineering in recent years.
Proceedings of International Symposium on Innovation & Sustainability of Structures in Civil Engineering (2009), p.763-768

Research on Fire Behavior of a Suspended Pre-stressed Steel Reticulated Shell with Large Span Xintang Wang1,a, Ming Zhou1,2 ,b, Zhiguo Xie1,c and Fengbo Yu1, d 1Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo, China 315211 2College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China 710055 awxt196322@126.com, bzhouming1426@163.com, cxiezhiguo@126.com, dandyfan2@163.com Key words: Cable-prestressed, Reticulated shell, Fire behavior, Large space Abstract.
References [1] Yong-jiu Shi, Yin Bai and Yuan-qing Wang: Chemical Building Material Vol. 4(2005), p.54 (In Chinese) [2] Yin Bai, Yong-jiu Shi and Yuan-qing Wang: China Safety Science Journal Vol. 16(1) (2006), p.34 (In Chinese) [3] Yao-zhuang Li, Guo-peng Zhu and Yu-xing Kuang: Journal of Disaster Prevention and Mitigation Engineering Vol. 28(4) (2008), p.492 (In Chinese) [4] Shi-lin Dong, in: Advance in Research and Application of Steel Construction, edited by China Architecture & Building Press, Peking (2009) (In Chinese) [5] Guo-qiang Li, Lin-hai Han and Guo-biao Lou, in: Fire Resistant Design of Steel and Steel-Concrete Composite Structures, edited by China Architecture & Building Press, Peking (2006) (In Chinese) [6] GB50016-2006, Code of Design on Building Fire Protection and Prevention, China Planning Press, Peking (2006) (In Chinese) [7] JGJ 61-2003, Technical Specification for Latticed Shell, China Planning Press, Peking (2003) (In Chinese)

Measurement and Analysis of the Structural Noise of Urban Bridges Tao Jina, Qi Huang, Yong Dingb, Lifeng Zhu Department of Civil Engineering, Ningbo University, Ningbo, 315211, P.R.
[5] Yong Ding, Zhanyu Bu, Xu Xie, Hui Li, Jianyuan Huang: Journal of Civil,Architectural & Environmental Engineering Vol.33(2011), p.58-64.
(in Chinese) [6] He Zhang, Xu Xie, Yamashita Mikio: Journal of Vibration Engineering Vol.24(2011), p.221-228.

Application of Modularized Low-position Jacking Formwork System in Core-tube Building Jizhong Zhou1,2,a Qi Lin1,b Mingpi Liao2,c Jinping Zhuang1, d Xuefeng Cai1,e 1Department of Civil Engineering, Fujian University of Technology, No.3 Xue Yuan Road, University Town, Shangjie Minhou, Fuzhou, Fujian, P.R.
China, 350108 2College of Civil Engineering, Fuzhou University, No.2 Xue Yuan Road, University Town, Shangjie Minhou, Fuzhou, Fujian, P.R.
Slip-formwork construction is a continuous molding construction process of cast concrete engineering.

Using GPS to monitor the deformation of landslides Huaien Zeng1, *, Kui Ge2, Qinglin Yi3 1College of Civil Engineering and Architecture, China Three Gorges University, Yichang, China * zenghuaien_2003@163.com 2College of Science and Technology, China Three Gorges University, Yichang, China 3College of Civil Engineering and Architecture, China Three Gorges University, Yichang, China Keywords: deformation monitoring; landslide; GPS; consistence of control points; priori information Abstract.
Reservoir landslide deformation forecast using BP neural network, Hygrogeology and Engineering Geology, no. 1, p 124-128, 2013.

Analysis on dynamic failure of steel spherical latticed shell with vibration isolation bearings under strong earthquake Zihao Zhao 1 aHaiwang LI 2 b 1 Department of Civil Engineering, Taiyuan University of Technology, 79 Yingzexi Street, Taiyuan, 030024, China a627927428@qq.com, blhwtut@126.com Keywords: earthquake; Elastic-plastic time history analysis; Plastic hinge; Isolation bearings; Net shell Abstract:this paper uses SAP2000 structure analysis software, designed a span of 60 m, rise-span ratio 0.25 of the double-layer spherical reticulated shell, the presence of isolation bearing of two kinds of structure forms are studied, firstly analyzes the dynamic characteristics of the two, and then used in the program focus on plastic hinge theory considering the material nonlinear and geometry nonlinear effect.
Introduction In recent years, along with our country engineering science and technology high speed development of large, complex construction project a large number of construction, building height is higher and higher, the span is more and more big, structure is more and more complex, the engineering technology measures to improve the seismic resistance of structures, has become at present.
References [1]Civil King Software Technology Co., Ltd.