Search results

An Approach to Multi-Constrained 3D Modeling for Curtain Wall System Based on Spatial Point-Line Model Zhenzhong Hu1,a, Fangqiang Yu2,b, Guoxing Li3,c and Zhongli Wang3,d 1Graduate School at Shenzhen, Tsinghua University, Shenzhen 518055, China; 2Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 3Zhuhai King Glass Engineering Co.
In this particular field, mature CAD systems and corresponding engineering applications are still needed.
Then by analyzing the interplays among these constraints, an iterative modeling method is proposed and applied to an on-going engineering project.
References [] Jie Wu, Ming Gong, Qilin Zhang: Computer Aided Engineering, Vol. 16 (2007), p. 22-24.
Steve: Numerical methods for engineers (fifth edition) (McGraw-Hill Science Engineering publications, 2005) [2] Francis S Hill, Jr., Stephen M Kelley: Computer graphics: using OpenGL (third edition) (Prentice Hall Press publications, 2009)

Journal of Mechanical Engineering, 2011,57(7-8):622-632
Engineering Mechanics,2002,19(3):132-136.
Nonlinear dynamic response of buoys under the collision load with ships[C]//International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE2012).
Engineering Mechanics,2011,28(4):138-144.
Polymer Materials Science and Engineering, 2004,20(6):184-186.

Settlement Prediction of Soil at Closed Dumping area using Power Creep Function Nur Irfah Mohd Pauzi1, a *, Husaini Omar 2, b, Halina Misran3, c, Siti Zubaidah Othman3, c and Abreeza Manap3, c 1Civil Engineering Department, College of Engineering, Universiti Tenaga Nasional, Jalan IKRAM-UNITEN, 43009 Kajang, Selangor, Malaysia 2MTDRC, Level 9, Engineering Tower Block, Faculty of Engineering, Universiti Putra Malaysia, 43300 UPM Serdang, Selangor, Malaysia 3Nanoarchitectonic Laboratory, College of Engineering, Universiti Tenaga Nasional, Jalan IKRAM-UNITEN, 43000 Kajang, Selangor, Malaysia a*irfah@uniten.edu.my, bhusaini@upm.edu.my, chalina@uniten.edu.my Keywords: Soil Settlement Prediction, Power Creep Function, Geotechnical Parameters of Waste Soil Abstract.
The settlement prediction would help the geotechnical engineer in designing the depth of foundation which must be more than 0.13 meters as predicted by power creep function.
Conf. on Soil Mechanics and Foundation Engineering, Moscow, Vol. 1, 2 (2) (1973) p. 207-210 [2]A.
Hettiaratchi: Settlement of Bioreactor Landfills, Modeling of Settlement Behavior of Bioreactor Landfills; Interim Report, Department of Civil Engineering, University of Calgary, Alberta, Canada (2003) [10] D.G.
Conf. on Soil Mechanics and Foundation Engineering, Vol. 3, ISSMFE, Hamburg, Germany (1997) p. 1807-1811.

., Lutsk 43025, Ukraine 2National University of Civil Defence of Ukraine, 94 Chernishevska str., Kharkiv 61023, Ukraine 3O.M.
Zhen, Static and dynamic characteristics modeling for CK61125 CNC lathe bed basing on FEM, Procedia Engineering 174 (2017) 489-496
Padding, Non-spherical particles in a pseudo-2D fluidised bed: modelling study, Chemical Engineering Science 192 (2018) 1105-1123
Pasternak, Boundary element modeling of pyroelectric solids with shell inclusions, Mechanics and Mechanical Engineering 22 (2018) 727-737
Svirzhevskyi, The behaviour of a rod (beam) under the influence of an external power load, Lecture Notes in Mechanical Engineering (2022) 13-22

Engineering Structures, 130, 198-215
Engineering Structures, 127, 459-474
Engineering Structures, 61, 209-223
Engineering Structures, 118, 287-306
Journal of Civil Engineering and Management, 15(1), 7-19

Ecological Requirements for Concrete Construction Helmut Kurth1, a *, Karl-Heinz Winter1,b, Vaclav Pospichal1,c 1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29, Prague, Czech Republic adr.kurth@t-online.de, bwinter@tg-net.de, cpospich@fsv.cvut.cz Keywords: sustainable development, precast concrete structures, ecological requirements, safety engineering Abstract.
The structural engineer has traditionally only had the task to carry out the statical design of the structures, and to present his results on drawings.
It has become more and more common that he also has to take part in the economic considerations that has to be made, and we have seen design for durability being introduced as part of the responsibility of the structural engineer.
The preparation of life cycle analysis will in the future be the task of the structural engineer.
Wind hasards, CTU Publishing House, ISBN: 978-80-01-05491-8, 2014 [9] Vrouwenvelder, T., Leira, B.J., Sykora, M., Modelling of hazards, Journal of the International Association for Bridge and Structural Engineering (IABSE), Volume 22, Issue 1, February 2012, Pages 73-78

Test study on effects of temperature, sand mix ratios and dry density on soil water characteristic curves of bentonite-sand mixtures Xiang-wei FANG1, a, Chun-ni SHEN2, b, Chun-hai LI1, Long WANG1 1Chongqing Key Laboratory of Geomechanics & Geoenvironmental Protection, Department of Civil Engineering, Logistical Engineering University, Chongqing 401311, China 2Chongqing University of Science and Technology, Chongqing 401331, P.R.
Engineering Geology，2002, (64)：147-156
Engineering Geology，2005, (81)：213-226
Journal of ggeotechnicail and geoenvironmental engineering，2004, 30(2)： 205-209
Chinese Journal of Rock Mechanics and Engineering，2011, 30(2)：382-390

GIS-based Landslide Susceptibility Analysis-Taking Middle and Upper Reaches of Nujiang River for Example Fengqiang Wu1,a, Weihong Wang1,b and Sansheng Zuo2,c 1College of Resources and Environment, Southwest University of Science and Technology, Mianyang, Sichuan, 621010, China 2Institute of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, Sichuan, 610059, China agis3s@163.com, bwangweihong@swust.edu.cn, czuos1967@163.com Keywords: Certainty Factor, Spatial Analysis, GIS Abstract. 65 landslides were interpreted from multi-source satellite image and investigation.
Chinese Journal of Rock Mechanics and Engineering, Vol.21,pp.1368-1371,Sep.2002
Liu, et al, “Spatial probability analysis of landslide based on GIS technology,” Chinese Journal of Rock Mechanics and Engineering, Vol.23,pp.911-914,2004
Li, “Fault effect analysis of geo-hazard triggered by Wenchuan earthquake”, Journal of Engineering Geology, Vol.17, pp.19~28,2009
J., “The exodus evacuation model applied to building evacuation scenarios,” Journal of Fire Protection Engineering, Vol.8, pp.65-84, 1996

SHPB test on dynamical mechanical behavior of concrete with high temperature Bin Jia 1, a, Yang Fan 1, b, Sun Kun-lin 1, c* and Ruheng Wang1, d 1School of civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, China a532870827@qq.com, b392475627@qq.com, c2794887@qq.com, dwangruheng@swust.edu.cn Keywords: concrete, high temperature, SHPB, Dynamic mechanical behavior Abstract.
The SHPB high-temperature experiment in this paper is completed in the structural mechanics research institute of China Academy of Engineering Physics.
[5] Tang T, Malvern L E, Jenkins D A., Rate effects in uniaxial dynamic compression of concrete, Journal of Engineering Mechanics,1992,118(1):108-124
[9] Tao Junlin, An investigation onsome issues of SHPB technique, PhD thesis, China Academy of Engineering Physics, Mianyang, 2005.02
[10] Tang T, Malvern L E, Jenkins D A, Rate Effects in Uniaxial Dynamic Compression of Concrete, Journal of Engineering Mechanics, 1992,118(1):108-124

Case Study on Soft Foundation of Coastal Saline Soil Jun sun1, a , Haijun Chen2,b , Sihai Wang2,c and Hongmei Li1,d 1College of Civil Engineering and Architecture, East China Jiaotong university, Nanchang 330033, China 2Nanjing Hydraulic Research Institute, Nanjing, Jiangsu 210029, China A805682976@qq.com, b839189877@qq.com, c61215839@qq.com, d1004459382@qq.com Keywords: surcharge preloading; drainage consolidation; coastal saline soil; monitoring; test.
By saline soil engineering classification, it can be seen that the foundation soil belongs to weak chlorine saline soil(0.3﹪-1.5﹪) before the roadbed reinforcement.
The engineering examples prove that the treatment measures are effective, it can be used in the similar projects for reference.
Engineering properties of coastal saline soil.
The construction method of the saline soil area subgrade [J].Engineering design , construction and management .2014 (1): 122.