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Kim, “A study on the method of vibration analysis for Korean high speed train by the on-line test”, Key Engineering Materials, v 321-323 II, p 1593-1596, 2006
Chen, “Dynamic analysis of slab tracks”, Master thesis, Civil Engineering and Disaster Prevention, National Taipei University of Technology.
Chen, “Evaluation and comparative study on performance efficiency of ballastless track for Taiwan Railways”, Master thesis, Dept. of Harbor and River Engineering, National Taiwan Ocean University, 2002
Xu, “Study on reasonable fastener stiffness of ballastless turnout's vibration decrease and noise reduction of 350 km/h passenger dedicated line”, 2011 International Conference on Vibration, Structural Engineering and Measurement, Oct. 2011
Cheng, “Light discussion on QA/AC of HSR civil works”, engineering gazette, Mar. 24 2004

Dependencies between Durability Properties of Concrete with Surface-Treated Recycled Brick Aggregate in Long-Term Monitoring Alena Sicakova1,a,* Stefan Kusnir1,b 1Technical University of Kosice, Faculty of Civil Engineering, Vysokoskolska 4, 042 00 Kosice, Slovakia aalena.sicakova@tuke.sk, bstefan.kusnir@tuke.sk Keywords: recycled brick aggregate; surface treatment; concrete; durability; compressive strength; capillary moisture content.
Djerbi-Tegguer, Treatment of Recycled Concrete Aggregates by Si-Based Polymers, European Journal of Envi-ronmental and Civil Engineering, 73 (2013) 48-52
Hassan, Utilization of crushed clay brick in concrete industry, Alexandria Engineering Journal 53(1) (2014) 151–168
Potharaju, Residual Compressive Strength of Recycled Brick Aggregate Concrete at High Temperatures, In-ternational Journal of Emerging Technology and Advanced Engineering 5(1) (2015) 159-164
Wang, Assessment of the engineering properties and economic advantage of recycled aggregate concrete developed from waste clay bricks and coconut shells, Journal of Building Engineering 68 (2023) 106071

Seismic Performance of SFRC Piers under Reversed Cyclic Loading Yuye Zhang1,a, Hongyi Wei1,b, Wancheng Yuan1,c and Wei Hu1,d 1State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China a2086zyy@tongji.edu.cn, bWei_hongyi@163.com, cyuan@tongji.edu.cn, ddaisay@126.com Keywords: Steel fiber, Reinforced concrete, Bridge piers, Seismic performance, Cyclic loading, Pseudo-static tests.
The experiment is conducted on the dynamic and static electro-hydraulic servo loading system with 2000t bearing in the bearing laboratory of the Department of Bridge Engineering at Tongji University.
Acknowledgements This work was supported by the National Nature Science Foundation of China (Grants No.50978194 and 90915011), and the Independent Research Fund of State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University.
Attard: Journal of Structural Engineering.
Du: Journal of earthquake engineering and engineering vibration.

Introduction The technique of pre–stress consolidation has been applied widely in the field of civil engineering.
Journal of Beijing Institute of Civil Engineering and Architecture, Vol. 15 (1999), February, p. 84-88 (In Chinese)
Chinese Journal of Geotechnical Engineering, Vol. 17 (1995), January, p. 9-17 (In Chinese)
Chinese Journal of Geotechnical Engineering, Vol. 19 (1997), p. 60-65 (In Chinese)
Chinese Journal of Rock Mechanics and Engineering, Vol. 26 (2007), February, p. 254-261 (In Chinese).All manuscripts must be in English.

Engineering College, Kokrajhar-783370 Assam, India 2College of Electromechanical Engineering,Qingdao University of Science & Technology Shandong Province, P.R.
Gupta, Use of Scrap Automobile Tire Rubber in Highway Construction, Report 85, Engineering Research and Development Bureau (1986) [3] A.I.
Mazumdar, Engineering Properties of EVA-Modified Bitumen Binder for Paving Mixes, J.
Mater Civil Eng.
Rose, Shear Modulus and Damping Ratio of Rubber-modified Asphalt Mixes and Unsaturated Subgrade Soils, J Mater Civil.

Mechanical Properties of Oven-Dried Mortar Exposed to High Temperature Considering Different Raw Material Onnicha RONGVIRIYAPANICH 1, a *, Yasuhiko SATO2,b and Withit PANSUK3,c 1Ph.D. candidate, Graduate School of Engineering, Hokkaido University, Hokkaido, Japan 2Associate Professor, Graduate School of Engineering, Hokkaido University, Hokkaido, Japan 3Associate Professor, Faculty of Engineering, Chulalongkorn University, Bangkok, Thailand aonnicha.rongviriyapanich@gmail.com, bysato@eng.hokudai.ac.jp, cwithit.p@chula.ac.th Keywords: mortar deteriorations, fire damage assessments, mechanical characteristics, high temperature.
Musa, Influence of high temperature on surface cracking of concrete studied by image scanning technique, Jordan Journal of Civil Engineering. 4 (2010) 155-163
Sato, Effect of chemical compound reduction on oven-dried mortar subjected to elevated temperature, The 18th National Convention on Civil Engineering, Chiangmai, Thailand, 2013

M1,b 1Department of Civil Engineering, Vel Tech Rangarajan Dr.
Physical properties PET waste plastics S.No Test conducted Value 1 Density at 200 c 1.37 g/cc 2 Elastic Modulus 2.7- 3 GPa 3 Tensile Strength 54 – 72 MPa 4 Elongation at break (%) 55 – 160 % 5 Thermal conductivity 0.10 – 0.20 W m-1K-1 6 Ignition temperature 3400c Note – Results were taken from Chennai central institute of Plastic Engineering and technologies v Fly ash Fly ash as a by-product of coal combustion in power plants, poses significant environmental hazards.
[2] Karma Tempa, Nimesh Chettri, Gautam Thapa, Phurba, Cheki Gyeltshen, Dawa Norbu, Dikshika Gurung, Ugyen Wangchuk, (2022), “An experimental study and sustainability assessment of plastic waste as a binding material for producing economical cement-less paver blocks”, Engineering Science and Technology, an International Journal, Elsevier, pp 1-14
M, Raina T.R, Sreelakshmi A.V, Kirpa K.M, (2017) “Design of Interlocking Block and Replacement of M- Sand by Concrete Roof Tile Waste”, International Research Journal of Engineering and Technology (IRJET), pp 1224-1229, Vol-4, Issue-5
R, “Development of Innovative Interlocking Blocks”, Journal of Civil Engineering and Environmental Technology, Research Gate, (2014), pp. 114-118, Vol-1 Num -5

Wind Pressure and Wind-induced Vibration of Heliostat Ying-ge Wang 1, a, Zheng-nong Li 1, b Bo Gong 1, c Qiu-sheng Li 1, d 1 College of Civil Engineering, Hunan University, Changsha, Hunan, PR China a summerc29@126.com, bzhn88@263.net, cgongbo1979@163.com, dbcqsli@cityu.edu.hk Keywords: heliostat, fluctuating wind pressure, power spectrum, correlation coefficient, displacement response Abstract.
Engineering computation and design often takes fluctuating wind load's influence into account by using equivalent static load that provides certain guarantee.
Journal of Wind Engineering and Industrial Aerodynamics, Vol. 94(2006), p.745-765
Journal of Wind Engineering and Industrial Aerodynamics, Vol. 95, (2007), p.871-887
China Civil Engineering Journal, Vol.39, (2006), p.12-17.

., Tainan City 71710, Taiwan 2Department of Urban Planning, National Cheng Kung University, No.1, University Road, Tainan City 701, Taiwan 3Department of Civil Engineering and Institute of Civil Engineering Technology, National Kaohsiung University of Applied Sciences, No.415, Chien Kung Rd., Kaohsiung 807, Taiwan 4 Institute of Hot Spring Industry, Chia Nan University of Pharmacy & Science, No.60, Sec. 1, Erren Rd., Rende Dist., Tainan City 71710, Taiwan ackw0814@mail.chna.edu.tw, bhung6563@gmail.com, ct0910715493@yahoo.com.tw, dcjw2623@mail.chna.edu.tw Keywords: the buildings damage in the earthquake disaster, the logistic regression model, the test of significance, the precise rate of the model.
Table 1 The definition of model variables Variables Inserting way of variables Data type of variables Classifying standard of Category variables Data resources fault Distance between the building and the fault Continuous － National Center for Research on Earthquake Engineering and Chinese Culture University Soft ground Distance between the building and river Continuous － Type of building Single building 1：yes，0：other Category The building kinds before Chung-Hsing New Village in 921earthquake time The investigation of the building destruction in 921 earthquake and investigation of this research Combined structure 1：yes，0：other Traditional street row houses Comparable standard Apartment under 5 floors 1：yes，0：other Apartment above 5 floors 1：yes，0：other Structure RC 1：yes， 0：other Category The building kinds before Chung-Hsing New Village in 921earthquake time RB Comparable standard Soil 1：yes， 0：other Wood 1：yes， 0：other Current usage situation Residence Comparable standard Category
-C.: Earthquake Engineering and Engineering Shock, Vol.5 (1982), p.3

Mohyeddin BATENI3,b and Tongren XU1,c* 1State Key Laboratory of Remote Sensing Science, School of Geography, Beijing Normal University, Beijing 100875, China 2Department of Civil Engineering, Islamic Azad University, Malard Branch, Tehran, Iran 3Department of Civil and Environmental Enginering and Water Resources Research Center, University of Hawaii at Manoa, Honolulu, USA asalman_safavi@iaumalard.ac.ir, b smbateni@hawaii.edu, cxutr@bnu.edu.cn (corresponding author) Keywords: Solid waste; Principal component analysis; Artificial neural network.
PCA has been used widely in many environmental engineering problems such as operation of wastewater treatment plants [8], air pollution modeling [9], and surface water quality modeling [10].
In this study, a feed-forward multi-layer perceptron ANN is used due to its common application in engineering problems [13, 14].
Acknowledgements This work was funded by the Water Resource Research Center (WRRC) and College of Engineering at the University of Hawaii at Manoa.
Theisen, Solid Waste Engineering Principles and Management, 1st edition, McGraw Hill, Tokyo, 1977