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An Analytical Study on the Performance of Wind Resistant System Considering Climate Change Dong Keon Kim1,a, Hong Min Son2, b and Jong Wan Hu2, c* 1 Department of Architectural Engineering, Dong-A University, Busan, 604-714, Korea 2 Department of Civil and Environmental Engineering, University of Incheon, Incheon, 406-840, Korea adkkzone@dau.ac.kr, bbluekaris@nate.com, cjongp24@incheon.ac.kr Keywords: Wind load, Climate Change, Wind Performance, Brace Abstract.
Civil Struct.
Civil Struct.

Flexural Behavior of GFRP RC Beam Strengthened with Carbon Fiber Reinforced Polymer (CFRP) Plate: Cracking Behavior Norhafizah Salleh 1, a*, Abdul Rahman Mohd.Sam2, b , and Jamaludin Mohd Yatim 2, c 1Department of Structures and Materials, Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia 2Department of Structures and Materials, Faculty of Civil Engineering, University Technology Malaysia anhafizah@uthm.edu.my, b abdrahman@utm.my, cjamaludin@utm.my Keywords: Flexural, GFRP bar, CFRP plate, Crack behavior, Mode failure, Concrete crushing, Plate end debonding Abstract.
Civil Eng. 17 (1) (2005) 49–57

Faria1,c 1Department of Civil Engineering – Nova University of Lisbon, Caparica, Portugal 2National Laboratory of Civil Engineering, Av.
The authors wish also to aknowledge the institutions of LNEC – Laboratório Nacional de Engenharia Civil and FCT–UNL – Faculdade de Ciências e Tecnologia – Universidade Nova de Lisboa for the technical support and facilities admission in order to perform the tests.

Research on P-hub Network Based on Rough Set: Model and Algorithm Qing Liu 1, a, Tongshui Wu 2,b and Xianfei Luo 3,c 1College of Civil Aviation, NanJing University of Aeronautics and Astronautics, NanJing,210016,China. 2College of Economics and Management Civil Aviation university of China, Tianjin,300300,China. 3College of Economics and Management Civil Aviation university of China, Tianjin,300300,China.
System Engineering.
Constuction Method and Application of Hub and Spoke. system engineering.

Seismic Performance of Natural Fibre Reinforced Polymer-concrete Bridge Piers Jiaxin CHEN1,a and Nawawi CHOUW1,b 1The University of Auckland, Department of Civil and Environmental Engineering, 20 Symonds Street, Auckland CBD, New Zealand ajche872@aucklanduni.ac.nz‎, bn.chouw@auckland.ac.nz Keywords: Flax fibre, coconut fibre, polymer-concrete composite, bridge pier, seismic response, shake table experiment.
Even though non-corrosive materials, e.g. glass or carbon fibre reinforced polymer (G/CFRP) in civil infrastructure has been considered, the usage is still very limited, mainly due to the high initial cost.
Society Conf., Hobart, Australia. 15 - 17 Nov (2013) [15] Japan Society of Civil Engineers (JSCE), Earthquake resistant design codes in Japan, Maruzen, Tokyo (2000)

Error Study of Displacement Model for Seismic Analysis of Long-Span Structures Subjected to Multi-Support Earthquake Excitations Wei Guo1, a, Zhi-wu Yu1,b , Zhen Guo2,c 1 School of Civil Engineering and Architecture, Central South University, Changsha 410075, China 2 Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China awei.guo.86@gmail.com, bzhwyu@mail.csu.edu.cn, cnehzoug@163.com Keywords: Long Span Structure; Multi-Support Seismic Excitation; Displacement Model; Error; Damping Abstract.
Earthquake Engineering and Structural Dynamics, 1990, 19(3): 345-357
Earthquake Engineering and Structural Dynamics, 1992, 21(8): 713-740
Engineering Mechanics, 2005, 22(6): 170-174.
Earthquake Engineering and Engineering Vibration, 1998, 18(1): 8-15.

The parameter study of instantaneous spectrum of spatially varying ground motion Huiguo Chen 1,2,a Yingmin Li 1,b Wei Zhang 2 and Zheqian Wu 1,c 1 College of Civil engineering, Chongqing University,Chongqing 400045, China 2 Department of Architecture & Civil engineering, Logistical Engineering University, Chongqing 401311, China achenhg_mail@163.com, bliyingmin@cqu.edu.cn, chueofwind@126.com Keywords: Strength envelop; Instantaneous frequency; Multipoint ground motion Abstract.
Acknowledgments This work was supported by National Natural Science Foundation of China under Grant No. 90815011 References [1] HU Yu-xian, Earthquake engineering, Beijing:Seismological Press, 1998.
Earthquake Engineering Vibration,1998, 18(1):8-15.
(in Chinese ) [5] DONG Yin-feng.Improvements on non-stationary signal processing methods and their applications in earthquake engineering[D].
Earthquake Engineering Vibration，1994,14(3): 68-80.

Top Beam Flange Fracture Behavior in Steel Frame Connections under Gravity Loads Liu Hongbo1,2,a , Zhai Changhai 1,b , Shao Yongsong1,c，Xie Lili1,d 1 School of Civil Engineering, Harbin Institute of Technology, Harbin 150001, China 2 School of Civil Engineering and Architecture, Heilongjiang University, Harbin 150080, China a interdage@163.com, bzch-hit@hit.edu.cn , chitsys@163.com , dllxie@public.hr.hl.cn Keywords: fracture mechanics; finite element; steel frame; stress intensity factor Abstract: Top beam flange fractures were observed in the post-earthquake steel frame building inspections.
G., Dodds Jr.: Engineering structures.
K., Secil E.: Engineering Structures.
L.: Key Engineering Material.
E.: Journal of structural engineering.

Application of GM(1,1) Model Established by Moving Average Method in Stress Prediction of Rigid Frame Bridge Construction Tianzhi Hao1,a ,Hongqiang He2,b 1Guangxi Communication Science Research Institute, Nanning, China 2College of Civil Engineering and Architecture, Guangxi University, Nanning, China ae-mail:htz0537@163.com; be-mail:hhq1990325@126.com Keywords: method of moving average; GM(1,1); rigid frame bridge; stress.
Introduction In civil engineering system, as the core of the gray system theory, GM(1,1) model has been very widely used [1].
While in the actual engineering practice of continuous rigid frame bridge construction control, the stress fluctuates strongly and the growth rate of the original stress sequence often changes complexly, appearing that the greater degree of data’s dispersion, the worse the prediction accuracy of GM(1,1) model.
West-china Exploration Engineering. 2006, Vol. 118 No. 2P165-167
Grey System Theory And Its Application In Mechanical Engineering [M].

Analysis of structural parameters of MSCS on of the overall failure probability of the structure Jianjun Ye1,a, Xun’an Zhang2,b, Xianjie Wang3,c 1,2,3Department of Civil Engineering, Northwestern Polytechnical University, Xi’an China ayjj19870825@yahoo.com.cn , bjiaoping@nwpu.edu.cn, cxianjiewang@mail.nwpu.edu.cn Keywords: MSCS, failure probability, seismic response, mass, rigidity Abstract.
Response Characteristics of the Super Tall Building-MSCSS Subsjected to Rare Earthquake.Journal of Disaster Prevention and Mitigation Engineering, 2010,30(Supplement):101-105(in Chinese) [3]Lianye Lian, Xun’an Zhang, Zhaoxia Wang.
Journal of Earthquake Engineering and Engineering Vibration. 2008,28(2),154-157 [4]Jie Li.
Earthquake Engineering of the World,2004,20(3):114-118 [6]Rui Liu.
Department of Civil Engineering, Northwestern Polytechnical University dissertation for Master degree 2010:65-71