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Wahab1,2,a, Norasman Othman2,3,b, Mohamad Hidayat Jamal1,2,c and Shairul Rohaziawati Samat3,d 1Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia 2Coastal and Offshore Engineering Institute (COEI), Universiti Teknologi Malaysia Kuala Lumpur, Jalan Semarak, 54100 Kuala Lumpur, Malaysia 3Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang, Lebuhraya Tun Razak, 26300 Gambang, Kuantan, Pahang, Malaysia aakhairi@utm.my, bnorasman@ump.edu.my, cmhidayat@utm.my, dshairul@ump.edu.my Keywords: swash zone, rainfall, groundwater, beach profile change, field experiment Abstract.
Hydrodynamic processes in the swash zone are very complicated and challenging for researchers and engineers to understand and model.
Coastal Engineering 45, 149–167

Study on failure mechanism of reinforced concrete frame with construction joint Xikang Yan1,2, a, Kang Ma1,b , Suduan Wang3,c,Qianqian Chen1,d, Xiaolei Hou1,e and Ling Qin1,f 1 College of Civil Engineering, Hebei University of Technology, Tianjin 300401, China 2 Civil Engineering Technology Research Center of Hebei Province,Tianjin 300401,China 3 Tianjin Building Materials Products Quality Supervision and Inspection Center, 300401,China atisyxk@126.com, bluya4426@126.com, csuduanwang@163.com, dqqc871017@163.com, ehao.yunxiangban@163.com, fqinling_dc@163.com Keywords: construction joints, reinforced concrete, quasi-static test, crack, plastic hinge Abstract.
References [1] Yayong Wang, Xueshuang Bai: Engineering seismology 2001(1),p.3-7,in Chinese [2] Institute of Engineering Mechanics, Academia Sinica. 1979.
Earthquake Resistant Engineering and Retrofitting,2009,3(05),p.93-100.in Chinese [4]Yan Xikang, Zhang Yinglai, Chen Pei.

Space rigid frame damage identification method based on modal analysis Hongyu Jia1, a, Pengfei Yue3, b , Xiaofei Wang1, c 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 3 Shandong Gangtong Engineering Consulting CO.
Introduction Steel structures are used widely in building and mechanical engineering, in this employment, Steel structures will produce tiny damage inevitably.
A Summary Review and Advances of Vibration-Based Damage identification Methods in Structural Health Monitoring [J],Engineering Mechanics 2008.02.2828(2):1-17(In Chinese)

Numerical Simulation Analysis on Seismic Behavior of Cold-Formed Beam-to-Column Connections Yunpeng Chu , Yong Yao College of civil engineering, southwest university of technology.
Provide some references for the engineering application.
Structural Engineers, Vol. 25, No. 4, pp. 138-144. 2009.
Journal of Architecture and Civil Engineering, Vol. 25, No.4, pp. 6-12. 2008.
The Structural Engineer, 1997, Vol. 75, No.10

The study of the confinement velocity in the longitudinal ventilation tunnel fire Keqing Sun 1, a, Hui Yang1,b 1 Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering School of Environment and Energy Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044 China a hh1985ff@163.com b buceayang@163.com Keywords: Tunnel Fire, Longitudinal Ventilation, Confinement Velocity.
Acknowledgements This research was supported by the Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering (No.
KF201007) and science research fund of Beijing University of Civil Engineering and Architecture(No. 101100702).

Static Fatigue Experimental Research on orthotropic deck with composite pavement layer Derong Zhu1,2, a, Zijiang Yang1,b, Hui Zhang 1,c ,Shizhong Liu 1,d and Guixia Ning1,e 1 School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, Gansu 730070, China 2 China Railway Shanghai Design Institute Group, Shanghai, Shanghai 200070, China aZDRemail@163.com, byangzj@mail.lajtu.cn, czhanghuilz@yahoo.cn, dliushizhong@163.com e252757963@qq.com Keywords: Orthotropic steel deck; Shear nail; Steel fiber concrete pavement layer; Stress analysis; Static fatigue model test.
Acknowledgements Project supported by the National Natural Science Foundation of China (Grant No. 50968008), and Foundation of ``Jin Lan'' Engineering Plan of Lanzhou Jiaotong University, Youth Foundation of Lanzhou Jiaotong University (Grant No. 2011035) and Foundation of Laboratory of Road Bridge &.
Highway Engineering.
Highway Engineering.
Journal of Architecture and Civil Engineering.

Experimental Study on the Effect of Recycled Aggregate and GGBS on Flexural Behaviour of Reinforced Concrete Beam Deepa P.R1,a*, Anup Joy2,b 1*PG Scholar, Structural Engineering, Sree Buddha College of Engg, Pattoor, Alappuzha,Kerala,India 2 Asst.
Professor, Dept of Civil Engg, Sree Buddha College of Engg, Pattoor, Alappuzha,Kerala, India adeeparpillai05@gmail.com,bnjanup@gmail.com Keywords: Recycled Concrete Aggregate (RCA), Ground Granulated Blastfurnace Slag (GGBS) Concrete, environmental pollution Abstract: Globally, the concrete industry consumes large quantities of natural resources, which are becoming insufficient to meet the increasing demands.
· Deflection and crack pattern of GGBS –RCA beam is close to control beam · Replacing cement with GGBS and coarse aggregate with recycled aggregate is one of the good solutions available to the problem of environmental impacts References [1] Myle Nguyen James, Wonchang Choi “Use of Recycled Aggregate and Fly Ash in Concrete Pavement” American J. of Engineering and Applied Sciences 4 (2): 201-208, 2011 [2] Neela Deshpande “Effectiveness of using Coarse Recycled Concrete Aggregate in Concrete” International Journal of Earth Sciences and Engineering ISSN 0974-5904, Volume 04, No 06 SPL, October 2011 [3] P.Saravankumar, G.Dhinakaran, K.Marimuthu “Performance of Sustainable Concrete Containing HVFA and RCA”Asian Journal of Aplied Sciences 2013,ISSN 1996-3343 [4] Parthasai Reddy “Determination of Mechanical Properties of Recycled Aggregate Concrete With Fly Ash” International Journal of Advancements in Research & Technology, Volume 3, Issue 2, February-2014 [5] Reshma Rughooputh
and Jaylina Rana “Partial Replacement of Cement by Ground Granulated Blast furnace Slag In Concrete” Journal of Emerging Trends in Engineering and Applied Sciences (JETEAS) 5(5): 340-343,2014 [6] S.
Arivalagan “Sustainable Studies on Concrete with GGBS As a Replacement Material in Cement” Jordan Journal of Civil Engineering, Volume 8, No. 3, 2014 [7] Tarannum, Shruti, Rameshwari “Experimental Studies on Pozzolanic Action of GGBS and Strength Properties of GGBS Concrete” IJIRST –International Journal for Innovative Research in Science & Technology Volume 1 Issue 12,May 2015 [8] IS 456:2000 Plain and Reinforced Concrete-Code of Practice Bureau of Indian Standards,New Delhi,2000 [9] IS 10262:2009 “Concrete Mix Proportioning-Guidlines, Bureau of Indian Standards,New Delhi,2009 [10] Yogendra O.

Hussein1,a, Rozi Abdullah2,b*, Md Azlin Md Said 2,c 1,2,3 School of Civil Engineering, Universiti Sains Malaysia, 14300 Nibong Tebal, Seberang Perai Selatan, P.
Abdul Karim, Removal of Oil and Grease as Emerging Pollutants of Concern (EPC) in Wastewater Stream, IIUM Engineering Journal, 12 (2011)
Ducoste, Performance of grease abatement devices for removal of fat, oil, and grease, Journal of Environmental Engineering, ASCE. 137 (2011) pp. 84-92
Abdullah, The effect of baffle angle on primary sedimentation tank efficiency, Canadian Journal of Civil Engineering, 39 (2012) pp. 293-303
Yen Lee, Baffle plate configurations to enhance separation in horizontal primary separators, Chemical Engineering Journal, 77 (2000) pp. 221-226.

Structural Response And Pounding of Andalas University Hospital Building Using New Indonesian Seismic Code SNI 1726-2012 FAUZAN1,a*, FEBRIN Anas Ismail2,b, ZEV Al Jauhari3,c 1,2Lecturer of Department of Civil Engineering, University of Andalas, Padang, Indonesia 3Post Graduate Student of Department of Civil Engineering, University of Andalas, Padang, Indonesia afauzan@ft.unand.ac.id, bfebrin@ft.unand.ac.id, czevaljauhari@gmail.com Keywords: Earthquake, Internal Forces, Displacement, Response Spectrum Analysis, Time History Analysis, Pounding Abstract.
References [1] Earthquake Engineering Sectional Committee, Indian Standard Criteria For Earthquake Resistant Design of Structures (Fifth Revision), India. 2002
Engineering and Technology Research, Colombia. 2012
[10] Shah, Hemal J, , Seismic Time History Analysis Of Building On Sloping Ground Cosidering Near/Far field Earthquake, International Journal of Engineering Research & Technology (IJERT) Vol. 3 Issue 3, India, 2014, pp. 982-986.

On the applicability of the Ho-Kalman minimal realization theory Roberto Spadavecchia1, a, Alessandro De Stefano 1,b Donato Sabia 1,c 1 Politecnico di Torino, Department of Structural Engineering and Geotechnics, Corso Duca degli Abruzzi 24, I-10129, Torino, Italy a roberto.spadavecchia@polito.it, b alessandro.destefano@polito.it, c donato.sabia@polito.it Keywords: system identification, Ho-Kalman, Hankel matrix, stochastic processes Abstract.
Introduction In the civil-engineering context, there is an increasingly widespread use of identification techniques based upon ambient noise (output-only techniques), and a great deal of significant results obtained in their application are reported in the literature.
Notwithstanding the wide diffusion of the above methods, some important aspects of their usual application still remain unknown, at least in certain applications in the civil-engineering field.
Key Engineering Materials, 245-246, 2003
Modeling crack closure effects on frequency and damping. 15th ASCE Engineering Mechanics Conference, June 2-5, 2002, Columbia University, New York, NY