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Engineering Computations.
Engineering Computations,1998, Vol.15(8), p. 1031-1048
Journal Of Structural Engineering-Asce. 1999, Vol.125(12), p. 1432-1438
Engineering Computations.
Engineering Computations. 2000, Vol. 17(6), p. 715-734

The research of horizontal resistance coefficient of pile lateral soil in horizontal loads Yajun Yin 1, a , Xuewen Xie 2,b and Yongmei Qian 2,c 1 Survey company of Jilin Institute of Architecture and Civil Engineering, Changchun, China 2 Jilin Jianzhu University, Changchun, China a1638715111@qq.com, b953517776@qq.com，c 654675316@qq.com Keywords: Horizontal load, Pile foundation, Soil, Horizontal coefficient Abstract.
Engineering investigation, earthwork in suit and laboratory test are adopted to analyze composition of the pile lateral soil and physico-mechanical properties for analyzing the capacity that pile foundation resisted horizontal load.
As an example of m method, horizontal resistance stiffness of pile lateral soil can be shown in Eq. 9: (9) Experimental study Engineering geological profile.
Soil basic situation on engineering site are saturated silt, Micronesia sand and lamp medium sand gravel according to the geological data.
This experiment combined with horizontal static load experiment of detailed engineering of Berlin's four season residential area of Qianguo county of Songyuan in Jilin province.

For example, Zhang Ye-cheng, Luo Yuan-hua, et al divided the geological hazard risk evaluation into geological hazard evaluation, vulnerability evaluation, destruction loss evaluation and control engineering benefits evaluation [8,9].Zhou Yin-kang categorized the hazard risk evaluation into hazard research, risk area determination, risk area characteristic evaluation, risk area bearing capacity evaluation, probable loss evaluation, risk grade classification [10].
= (7) = (8) Where: is the structure index of house. is the service time index of house.iis the category of housing structure, 1thru. 4 represents the civil structure, brick structure, masonry concrete structure and reinforced concrete structure in sequence.is the housing area of the corresponding structure.Sis the total housing area within this region.is the average loss rate of i-thclass housing with respect to the tailings pond dam-break hazard.is the already service years of the building, and is the design service years of the building
Table 10 The weight sheet of social risk evaluation index system for the tailings pond Rule Layer Index Item Weights Rule Layer Index Item Weights Factor Intensity Dam Height 0.0819 Human Inherent Vulnerability Human Fitness Index 0.0516 Reservoir Capacity 0.0650 Self-Help Technical Index 0.0516 Downstream Main Ditch Longitudinal Gradient 0.1031 House Inherent Vulnerability House Structure Index 0.0480 Dam Break Accident Probability Internal Friction Angle 0.1349 House Service Time Index 0.0240 Cohesion 0.0742 Inherent Vulnerability Of Indoor Property House Structure Index 0.0246 Bulk Density 0.0409 Placement Height 0.0065 Fundamental Response Capacity Human Index 0.0220 Property Types 0.0103 Material Resources Index 0.0089 Crops Inherent Vulnerability Drought Tolerance Index 0.0093 Financial Index 0.0542 Flood Resilience Capability Index 0.0235 Special Response Capacity Monitoring & Forecasting Capacity 0.0567 Lodging Resistance Capacity Index 0.0148 Engineering Disaster Resilience
Minerals Engineering, Vol.11 (1998), p. 1179
World Earthquake Engineering, Vol.26 (2010), p. 346

Introduction Functionally graded materials are a very perspective class of materials for modern engineering applications.
Such structures are applied in civil engineering, in the automotive or airspace industries since they combine low weight, high specific strength, and excellent possibilities to absorb energy.
Mostly engineering hypotheses about the stress, the strain or the displacement states in the plate are applied, and one gets some simplifications of the basic three-dimensional equations.
Engineering and Biomechanics Applications and Design guide (Butterworth-Heinemann, Amsterdam, 2007) [8] R.
Brinson: Polymer Engineering Science and Viscoelasticity.

Ceccotti, Composite concrete-timber structures, Progress in Structural Engineering and Materials, 4 (2002) 264-275
Smith, Serviceability of wood floor systems with concrete topping, in: Proceedings of the 5th World Conference on Timber Engineering, 2 (1998) 750-751, Montreaux, Switzerland
Fontana, Elasto-plastic model for timber-concrete composite beams with ductile connection, Structural Engineering International, 13 (2003) 47-57
Racher, G.Steck (Eds.), Timber Engineering, STEP 2, Centrum Hout, The Netherlands, 1995, pp.
Lukaszewska, Development of prefabricated timber-concrete composite floor systems, Proceedings of the Institution of Civil Engineers: Structures and Buildings, 164 (2011) 117-129

Engineering background The Yueyang Dongting Lake bridge, as shown in Fig.1, is one of the long-span bridges crossing the Dongting Lake Bridge in Hunan Province, China.
Engineering Structures, 2010, 32(9): 2546–2556
Engineering Structures, 2010, 32(12): 3845–3856
Journal of Bridge Engineering, ASCE, 1997, 2(4): 149–156
Journal of Architecture and Civil Engineering, 2009, 26(4): 49–53.

Earthquake Engineering and Engineering Vibration, 1999，19 (2): 95-99
Earthquake Engineering and Engineering Vibration, 2005, 25(6): 190-193
Shanghai: School of Civil Engineering of Tongji University, 2007
Journal of Geotechnical Engineering, 2001, 23(3): 311-314.

A Modular Framework for ABus Monitoring & Passenger Notification System Ahmad Abbas Al-Ameen Salih1,a, Amzari Zhahir2,b and MohamedTarmiziAhmad3,c 1,2,3Department of Aerospace Engineering, Faculty of Engineering, Universiti Putra Malaysia atimemoon12@hotmail.com, bamzari@eng.upm.edu.my, ctarmizi1@eng.upm.edu.my Keywords: Location Based System (LBS), Vehicle Monitoring System, GPS Monitoring, Passenger Notification, GPS Tracking, DGPS.
All the devices were fixed in a vehicle and a round trip started from faculty of engineering was performed.
The round started from faculty of engineering and passed through the main six stations in UPM.
Yuan .Applying GPS tracking Technology to Reduce MissedTrips in Paratransit Services.Department of Civil and Environmental Engineering, Florida International University (2007)
Intelligent Transportation Systems through System Engineering.

Khaled2,f 1Department of Chemical Engineering Technology, Faculty of Engineering Technology (FTK), Universiti Tun Hussein Onn Malaysia (UTHM), 86400, Parit Raja, Batu Pahat, Johor, 86400, Parit Raja, Batu Pahat, Johor, Malaysia 2 Department of Water And Environmental Engineering, Faculty of Civil And Environmental Engineering (FKAAS), University Tun Hussein Onn Malaysia (UTHM) 86400, Parit Raja, Batu Pahat, Johor, Malaysia ashuhaila@uthm.edu.my, bquinston89@gmail.com, ctarmizi@uthm.edu.my, dmasayu@uthm.edu.my, efazlyana@uthm.edu.my, fnadiah@uthm.edu.my Keywords: Biofuel; bioremediation; physico-chemical removal; Pseudomonas putida Abstract.
Materials and Methods Biodiesel and diesel The biodiesel is palm-based biodiesel which is produced by transesterification with methanol which is obtained from the Biodiesel Pilot Plant, Faculty of Engineering Technology (FTK), Universiti Tun Hussein Onn Malaysia (UTHM).
Mining-Geological-Petroleum Engineering Bulletin, 18 (2006) 97-101

Statistical Analysis on Satisfaction of Residents Living in Prefabricated Concrete Buildings in Thailand Boonsap Witchayangkoon1, a*, Kamon Budsaba2,b*, Saharat Buddhawanna1,c, Sayan Sirimontree 1,d , and Krittiya Lertpocasombut 1,e 1 Department of Civil Engineering, Faculty of Engineering, Thammasat University, Rangsit Center, Pathumthani 12120 THAILAND 2 Department of Mathematics and Statistics, Faculty of Science and Technology, Thammasat University, Rangsit Center, Pathumthani 12120, THAILAND a wboon@engr.tu.ac.th, b kamon@mathstat.sci.tu.ac.th, c bsaharat@engr.tu.ac.th, d ssayan@engr.tu.ac.th, e lkrittiy@engr.tu.ac.th * corresponding author Keywords: Questionnaire survey; Satisfaction criteria; Levene’ s test; Welch and Brown-Forsythe tests; dormitories, detached houses, townhouses.
International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies. 4(2013): 41-55
International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies. 2(2011): 337-353
International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies. 3(2012): 185-202
International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies. 5(2014): 1-10.