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The Experimental Research of Carbon Fiber Confined Concrete Considering Strain Rate under Uniaxial Compression Yumin Zhang1,2,a , Youpo Su2,b, Jingyu Su1,c 1.College of Architecture and Civil Engineering, Beijing University of technology, Beijing, China 2.College of Civil and Architectural Engineering, Hebei United University, Tangshan, China a fenger2356@163.com, b suyoupo@126.com, c jysu@bjut.edu.cn Keywords: carbon fiber; confined concrete; strain rate; uniaxial compression Abstract.
International Journal of Impact Engineering 2008( 35): 319–335

Zhu1,b 1Shenzhen Durability Center for Civil Engineering, College of Civil Engineering, Shenzhen University, P.
Introduction Thermal energy storage (TES) based on the latent heat of phase change material (PCM) has attracted attention of researchers and engineers in different fields.

Performance-Based Fire Resistance Analysis of Long-span Spatial Steel Structure Zaigen Mu1, a, Jinjin Yao1 and Xiangyong Zhang2 1Dept. of Civil Engineering, University of Science and Technology Beijing, Beijing 100083, China 2Beijing Institute of Architecture Design, Beijing 100045, China azgmu@ces.ustb.edu.cn Keywords: long-span; performance-based fire resistance; fire protection.
Fire performance-based evaluation report of Qingdao North Station station engineering, 2007
China Civil Engineering Journal, 2007,40(9): 3-7.

Abbas1,c 1Department of Civil Engineering, MMB Chair for Research and Studies in Strengthening and Rehabilitation of Structures, King Saud University, P.O.
Acknowledgements The authors acknowledge the technical support provided by MMB Chair for Research and Studies in Strengthening and Rehabilitation of Structures, Dept. of Civil Engineering, King Saud University.
Karami: Engineering Structures Vol. 26 (2004), p.1473–1482

Nonlinear Finite Element Research for the Rutting of Asphalt Pavement Base on Shear Stress Analysis Yi Dong 1,a, Miaojuan Peng 2,b， Yongqi Ma 1,c， Wei Feng 1,d 1 Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai 200072, China 2 Department of Civil Engineering, Shanghai University, Shanghai 200072, China a dymayi@gmail.com, b mjpeng@shu.edu.cn, c mayq@staff.shu.edu.cn, d wfeng@sh163.net Key words: rutting; shear stress; load of vehicles; middle course; visco-elastic-plasticity theory; Abstract: In this paper, visco-elastic-plasticity theory is employed to establish a nonlinear finite element model of the asphalt mixture pavement.
Proceedings of the Institution of Civil Engineers: Geotechnical Engineering,Vol.158 (2005),p.45-46 [3].

Introduction Carbon fiber (CF), as a kind of structural material, is focused on widely in civil engineering, especially applied in roadway or bridge reinforcing techniques[1,2].
Reference [1] Burt K.Purba, Aftab A.Mufti: Journal of Civil Engineering, Vol. 26(1999) No.5, p.590
[9] Zheng Lixia, Song Xianhui, Li Zhuoqiu: Journal of Wuhan University of Technology(Transportation Science&Engineering), Vol.28(2004) No.4, p.533.

Theoretical Analysis and Verification of the Single-surface Double-layer Cable Architectural System Jianhua Gao The Department of Civil Engineering, Sichuan College of Architectural Technology, Deyang, Sichuan, 618000, China Jijing1977@163.com Keywords: Double-layer Cable, Analytical Solution, Finite Element Solution, Construction Method.
Conclusions Combined with specific practical engineering needs, we propose a scheme of the prestressed single surface double-layer cable support building system. based on the assumption analytical solution and finite element solution of the double-layer cable system planar support structure system are given, by comparing the accuracy of analytical solutions is verified.
References [1] GB50011-2010: Code for Design of Seismic Construction (China Building Industry Press, China 2010) (In Chinese) [2] Wenfu Zhang and Xiuli Wang: Spatial Structure (Science Press, China 2005) (In Chinese) [3] Tao Liu and Fengpeng Yang: Proficient in ANSYS (Tsinghua University press, China 2002) (In Chinese) [4] Wenhua Hao: ANSYS Civil Engineering Application Examples (China Water Power Press, China 2005) (In Chinese) [5] Weichen Xue: Modern Prestressed Concrete Structure Design (China Building Industry Press, China 2003) (In Chinese) [6] GB50023-2012: Code for Design of Steel Structure (China Building Industry Press, China 2012) (In Chinese)

Experimental study of Post-fire Behavior of Steel Fiber Reinforced Ceramsite Concrete Filled Steel Tubes Jinyi Zhang1,a, Xintang Wang1,b, Pingxin Sun1,c,Hongliang Sun1,c 1Faculty of Architecture, Civil Engineering and Environment, Ningbo University, Ningbo, China 315211 ayy196878@126.com, bwxt196322@126.com, csunpingxin86389547@163.com Keywords: Steel fiber, Post-fire performance, Ceramsite, Concrete filled steel tubes, Experimental study Abstract.
Conference [1] T Lie and M Chabot: Fire Safety Journal Vol.20 (1992), p.135 [2] Linhai Han, Junli He and Haijiang Wu: China Civil Engineering Journal Vol.33(3) (2000), p.31 (In Chinese) [3] Lie,T T: Journal of Structural Engineering (1994), p.1489 [4] Zhuobin Wei and Xiliang Liu: Steel Construction Vol.3 (1994), p.211 (In Chinese) [5] Xintang Wang, Ming Zhou and Jie Yin: Advanced Materials Research Vol.255-260(2011), p.251 [6] Xintang Wang, Jie Yin and Ming Zhou: Applied Mechanics and Materials Vols.71-78(2011), p.3733

Introduction In order to meet the stringent safety and economy standards in complex environment, a higher requirement is put forward on automatic landing (autoland) control system for civil aircraft.
Classical design of FCS laws relies heavily on engineering skills and experience of the designers [2,3,4].There are also many modern control design methods to solve the multi-objective problem of autoland control.
Some scholars adopted H∞, H2, LQG/LTR control technique to design autoland system encountering windshear [5,6], but researches above just focused on the theory, which do not fit the engineering requirements of CAT III landing.
The classical design of controller relies on the engineering skills, and it will be difficult to tradeoff the controller parameters from many CAT III criteria.
References [1] Annex 10 to the Convention on International Civil Aviation (2006)

Study on Damage Identification of Simply Supported-Beam Based on Modal Strain Energy Method Yongqiang Gu1, a, Chunfeng Mao2,b 1Architecture and Civil Engineering School, Inner Mongolia University of Science and technology, Baotou, 014010, China 2Architecture and Civil Engineering School, Inner Mongolia University of Science and technology, Baotou, 014010, China aEmail:guyongqiangbaotou@aliyun.com.cn, bEmail:maochunfeng_chao@163.com Keywords: Bridge; Damage identification; Modal strain energy Abstract.In present study, ANSYS finite element method was utilized to analyze the modal of simply supported beam and then the study on damage identification was performed based on modal strain energy method.
(in Chinese) [4] Song Guquan, Li Yongzhong, Chun Zhang.The Reference State Unit Modal Strain Energy Damage Identification to Structural Damage [J].Journal of Nanchang University (Engineering & Technology) .2010 (6): 150 -153.