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Singh Raman5,e 1-4Department of Civil Engineering, Monash University, Clayton, VIC 3800, Australia 5Department of Mechanical and Aerospace Engineering, Monash University, Clayton, VIC 3800, Australia ahongbo.liu@monash.edu, bdaniel.j.borrie@monash.edu, czhao.xiao.ling@monash.edu, dyu.bai@monash.edu, eraman.singh@monash.edu Keywords: CFRP, Steel, Environmental exposure, Fatigue, Bond strength, Failure mode.
Jeff Doddrell in the Civil Engineering at Monash University is greatly appreciated.
Cadei, Progress in the technique of upgrading metallic structures with advanced polymer composites, Progress in Structural Engineering and Materials. 4(2) (2002) 131-148
Zhang, State of the art review on FRP strengthened steel structures, Engineering Structures. 29(8) (2007) 1808-1823
Zhao, Effect of elevated temperature on bond behavior of high modulus CFRP/steel double-strap joints, Australian Journal of Structural Engineering. 10 (1) (2009) 63-74

Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province 2.
School of Civil Engineering, Lanzhou jiaotong University, Lanzhou, China E-mail: zhangyong_L@126.com Keywords: eywords-extradosed cable-stayed bridge, viscous damper, Lock-up device, friction sliding bearing Abstract.
Design and selection of the fluid viscous devices in shock control of bridges[J].China Civil Engineering Journal, 2007, 40(7): 55-61
World Earthquake Engineering,2009, Vol.25(4):97-102
Research on earthquake-reduction design method of continuous bridge in a high-intensity earthquake area [J].Earthquake engineering and engineering vibration, 2005,25(6): 178-182.

Design of Fire Ventilation System for an Underground Car Park by CFD Simulations Miroslava Kmecová1,a*, Peter Buday2,b, Jozef Vojtaššák3,c, Michal Krajčík1,d 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Building Services, Radlinského 11, 810 05 Bratislava, Slovakia 2Slovak University of Technology in Bratislava, Faculty of Civil Engineering,  Department of Building Structures, Radlinského 11, 810 05 Bratislava, Slovakia 3Colt International s.r.o., Haanova 12, 851 04 Bratislava, Slovakia amiroslava.kmecova@stuba.sk, bpeter.buday@stuba.sk, cjozef.vojtassak@sk.coltgroup.com, dmichal.krajcik@stuba.sk Keywords: fire ventilation, CFD simulation, smoke, underground car park Abstract.
Yang, Study of securing required ventilation rates and improving MV systems for underground parking lots, Journal of Asian Architecture and Building Engineering 15 (2016) 659-665
In: ASME 2016 International Mechanical Engineering Congress and Exposition; 11–17 November 2016; Phoenix, Arizona
Zhang, Numerical study on impulse ventilation for smoke control in an underground car park, Procedia Engineering 11 (2011) 369-378
J. on Recent Trends in Engineering and Technology 7 (2012) 51-56

Ahmad1, a, Abdullah Bin Najm2,b and Antonio Naani3,c 1Professor – NED University of Engineering and Technology, Karachi, Pakistan, Phone +9221-99261261 ext. 2620 2 Research Assistant – NED University of Engineering and Technology, Karachi, Pakistan, Phone: +9221-99261261 ext. 2223 3 Professor and Chairman, Department of Civil, Architecture & Environmental Engineering – University of Miami, 1251 Memorial Drive, McArthur Engineering Building, Rm 325 Coral Gables, FL 33146-0630, Phone: 305-284-3461, Fax: 305-284-3492 a email: sahmad@neduet.edu.pk bemail:, abna_ned@hotmail.com cemail: nanni@miami.edu Keywords: Fiber Reinforced Polymers (FRP), Reinforced Concrete Beams, Flexural Strengthening.
“Carbon fibre-reinforced polymers: Modern materials in bridge engineering.”
“Application of fibre composites in civil engineering.”

Alani1,2,e,f and Helal Ezzat1,3,f 1Department of Civil and Environmental Engineering, University of Sharjah, Sharjah, UAE 2Fuel and Energy Tech.
Al-Huda University College, Al Anbar, Iraq 3Department of Civil Engineering, Mansoura University, Mansoura, Egypt aU20200169@sharjah.ac.ae, bU18200507@sharjah.ac.ae, cgalkhateeb@sharjah.ac.ae, dwzeiada@sharjah.ac.ae, eU17105790@sharjah.ac.ae, fmohamed.w@uoalhuda.edu.iq, ghhelal@sharjah.ac.ae Keywords: Asphalt Binder, WMA, Zycotherm, Rheology, DSR.
In 2022 Advances in Science and Engineering Technology International Conferences (ASET) (pp. 1-6).
In 2022 Advances in Science and Engineering Technology International Conferences (ASET) (pp. 1-6).
International Journal of System Assurance Engineering and Management, 11(6), 1260-1270

The Differences between Section Rigidity and Member Stiffness and Their Applications in Engineering Structural Design Yan’e Hao 1, a, Yongqiang Lan 2,b 1 College of Architecture and Engineering, Yan’an University, Yan’an, Shaanxi, 716000, China 2 Department of Construction, Yan’an University, Yan’an, Shaanxi, 716000, China a1455094646@qq.com, b99005037@qq.com Keywords: Section Rigidity; Member Stiffness; Structural Design; Application Abstract.
Introduction In order to ensure the safety and reliability of building structure, the structural members of engineering structure should satisfy the requirements of both bearing capability limit status and normally utilized limit status in building structural design.
A Guidebook of Professional Examination in Registered Structural Engineer [M].
Application of Stiffness Theory in Structural Engineering Design [D].Shanghai: College of Civil Engineering of Tongji University, 2006:72

Seepage Calculation and Analysis of the Upstream Earth-Rock Cofferdam of the Pinecone Hydropower Station Yunyun Fan 1, 2, a, Chuan Tang 2, b, Enzhi Wang 3, c 1 School of Resource and Civil Engineering, Northeastern University, China 2State Key laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, China 3State Key laboratory of Hydroscience and Engineering, Tsinghua University, China afanyunyun@mail.neu.edu.cn, btangc@cdut.edu.cn, cnzwang@tsinghua.edu.cn Keywords: Pinecone Hydropower Station, upstream cofferdam, seepage calculation, parameter sensitivity analysis.
Besides, the engineering design parameters are obtained when the optimization analysis on permeability coefficients meets the seepage control requirements, and thus provide the basis for engineering optimization design.
The variation of permeability coefficients sometimes has a great influence on the seepage field, especially permeability parameters used for engineering seepage.
The reasonable and economic engineering design parameters are obtained from the optimization analysis on permeability coefficients in the comprehensive consideration of economic and engineering seepage conditions, and thus provide the basis for engineering optimization design.
(In Chinese) [3] Kezhen Qiu and Shuifang Yang: Public Communication of Science & Technology Vol. 2 (2010), p. 153 (In Chinese) [4] Qingbing Mo, Jianxin Wang and Sijing Wang: Geotechnical Investigation & Surveying Vol. 39 (2011), p. 33 (In Chinese) [5] Enzhi Wang, Qifeng Lu and Xiong Sun: Water Resources and Hydropower Engineering Vol. 41 (1999), p. 25 (In Chinese) [6] Enzhi Wang, Qifeng Lu and Taihua Yang: Journal of Engineering Geology Vol. 8(2000), p. 471 (In Chinese)

Three-dimensional visual modeling technology and application of open pit mining boundary YAN Xiaoming1,2,a, ZHOU Zilong1,b, LI Xibing1, c 1School of Resources and Safety Engineering, Central South University Changsha, P.R.
With mining depth and state-wide expansion in open pit mining, it is necessary to bulid a three-dimensional visual model of open pit mining boundary, which can be used in the analysis of pit slope stability, engineering decisions, geological analysis and production planning.
Introduction In the mining boundary expansion process of open pit, in order to ensure the safety of large-scale production of mine, it is necessary and important to bulid a three-dimensional geological model of the open-pit mine in the engineering decisions, geological analysis, production planning, etc [1-4].
By building a three-dimensional visualizatin mining model, civil design, 3D modeling, database construction can be expressed graphically fully, dynamic management can be also achieved.

A Parellelzing Modified Particle Swarm Optimizer and its Application to Discrete Topological Optimization Bin Yang1,a and Qilin Zhang2,b Dept. of Building Engineering,School of Civil Engineering, Tongji University, Shanghai, P.R.
Introduction Many scientific, engineering and economic problems involve optimization.
Because the IEEE Xplore database focuses on electrical engineering, these categories do not cover the whole application fields of the PSO, some other application fields should be added to this list, e.g. structural optimization in sizing, shape and topology, robust design and etc.
Acknowledgment This research work has been founded by Program for Young Excellent Talents in Tongji University and Guanghua Tongji Civil Founding.

Research on the modal analysis and reinforcement of suspension line old bridge Huizhong Luo 1, a, Jinjun Xu 1,b, Jun Liu1,c, Keyu Wang 1,d, Yan Zhang2,e 1 College of Civil Engineering and Architecture Guangxi University, Nanning 530004, P.R.
China; 2 College of Architecture Engineering Shanghai Normal University, Shanghai 201418, P.R.
It is a complete history of the development reflecting the different eras of ancient civil engineering skills.
Railway Science and Engineering. 5(5): 32-36 (2008), (In Chinese) [9] Sun Chao, Wu Qingxiong and Chen Baochun.