Search results

Rasmussen1,b 1School of Civil Engineering, University of Sydney, Australia afrancisco.cardoso@sydney.edu.au, bkim.rasmussen@sydney.edu.au Keywords: Storage Rack Frames, Finite Element Modelling, Finite Element Calibration, Joints, Cold-formed Steel.
This paper concerns storage rack frames and describes a study that led to the development of an FE model sufficiently accurate and simultaneously simple to be adopted by professional engineers.
Introduction One of the current trends in structural engineering research is to establish guidelines that allow the design of structures by advanced analysis without recourse to strength equations in a structural design standard.
Harris, Sway Behaviour of High Rise Steel Storage Racks, in: School of Civil Engineering, The University of Sydney, Sydney, Australia, 2006
Sarawit, Cold-formed Steel Frame and Beam-column Design, in: School of Civil and Environmental Engineering, Cornell University, Ithaca, NY, 2003.

Theoretical Analysis on Compacting Effect of Lime Compaction Piles WANG Xuelang1,2, a and ZHU Yan-peng 1,b 1 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China 2 Gansu Construction Vocational Technical College, Lanzhou 730050, China a wangxuelang@163.com, bzhuyp@lut.cn Keywords: lime pile; compaction effective; collapsibility; loess; finite element method Abstract.
Meanwhile, an increasing attention has been paid by engineering and the academic.
Owing to its peculiar soil structure characteristics and engineering properties, there are some certain difficulties in engineering construction, especially in the area with saturated yielding loess.
With the development of technology, lime-soil as a kind of composite materials has been widely used in transportation, civil engineering and so on.
The loess mechanics and engineering[M].

Interfacial Shear Stresses Calculation of RC Beams Strengthened with FRP Plate under Symmetry Concentrated Loading Jia Yang 123, a, Lianguang Wang 1,b, Ni Zhang1 1 School of Resource & Civil Engineering, Northeastern University, Shenyang, China 2 College of Architectural and Civil Engineering, Shenyang University, Shenyang, China 3The Key Laboratory of GeoenvironMental Engineering, Liaoning, China ayangjia0918@163.com, blgwneu@hotmail.com Keywords: FRP plate; Reinforced concrete; Interfacial shear stresses Abstract.
Engineering Structures, Vol. 30(2008), p. 3305
Engineering Structures 23 (2001) 857–871

Preface We are pleased to announce the successful co-holding of the 2023 9th International Conference on Architecture, Materials and Construction (ICAMC 2023) and the 2023 8th International Conference on Civil Engineering and Materials Science (ICCEMS 2023) in Singapore from June 14 to 16, 2023.
We look forward to future conferences and the continued advancement of knowledge in the fields of architecture, materials, and civil engineering.
Bourgogne Franche-Comté, UTBM, France Chulsoo Kim, Pukyong National University, Republic of Korea Xueyu Pang, China University of Petroleum (East China), China Shoichi Ota, Kyoto Institute of Technology, Japan Nathan Fash, Roger Williams University, USA Olga Mesa, Roger Williams University, USA International Reviewer Committee Elise ZGHEIB, Saint – Joseph University, Lebanon Theodoros Chrysanidis, International Hellenic University, Greece Nadjib HEMAIDI ZOURGUI, National Earthquake Engineering Research Centre C.G.S, Algeria Myzatul Aishah Kamarazaly, Taylors University Lakeside Campus, Malaysia Ayse Ozcan,Michigan State University/SPDC Urban and Regional Planning, East Lansing, MI/USA Katherine Wendy Toralva Garay, Continental University, Huancayo Morad Abdelkader, Ain Shams University, Egypt Ching-Yu Hsu, Naval Academy, Taiwan Reviewer Committees Choy Peng Ng, Universiti Pertahanan Nasional Malaysia, Malaysia W.
Labib, Prince Sultan University, Saudi Arabia Abdelhakim Daoui, M'hamed Bougara University of Boumerdes, Algeria Masykur Kimsan, Halu Oleo University, Indonesia Shamontee Aziz, Bangladesh University of Engineering and Technology, Bangladesh Mudhafer H.
Salman,Highway and Bridges Engineering Department, Duhok Polytechnic University, Iraq Mustapha A.

Outdoor Test of Wind-Drifted Snow Distribution around a Cube Keqin Yan1,2, a Xuanyi Zhou1,b Ming Gu1,c 1 State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China 2 School of Civil Engineering, Huangshi Institute of Technology, Huangshi 435003, China a drkqyan@yahoo.com.cn , b zhouxytj@tongji.edu.cn , cminggu@tongji.edu.cn Keywords: outdoor test, wind-drifted now distribution, CFD simulation, Navier-Stokes equations Abstract: This paper presents the results of an outdoor investigation of wind-drifted snow distribution around a cube.
Journal of Wind Engineering and Industrial Aerodynamics, 2003. 91: p. 551-569. 2.
Gamble, S.L., Finite Area Element Snow Loading Prediction Applications and Advancements Journal of Wind Engineering and Industrial Aerodynamics, 1992. 41-44: p. 1537-1548. 4.
Key Engineering Materials 2010. accepted. 6.

A Comparative Study between Steel Grillage and SPS Stiffening Plate Based on FEA Eigen Value Analysis1 aXUE Qichao, bZOU Guangping, cWU Ye, dLI Jia, eSHANG Lei (College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, China) axue1736@163.com, azouguangping@hrbeu.edu.cn,cwuye@hrbeu.edu.cn, dLijia@hrbeu.edu.cn, eshanglei@hrbeu.edu.cn Keywords: Sandwich plate system; Composite; Buckling; Stiffening plate; Ship structure; FEA Abstract.
It is developed by Intelligent Engineering Limited and is more widely used in civil engineering and shipbuilding fields[1]-[3] for weight reduction, rapid reparation, vibration isolation, noise reduction and resisting impact.
In engineering practice, using sandwich plate to replace conventional plates can benefit much more advantages.

., applying the ontology method which is one of the knowledge management methods in the context of the construction information expression, analyzed and established the framework of construction riskknowledge[1].GulsahFidan et al. pointed out that the risk management knowledgeof the international engineering projects cost overrunswas not normative.
Table 1 The representation between construction cost control processes and attributes Construction cost Procedures Engineering situation F1 The degree of deviation The construction cost overruns … The n-thfeature attribute ProcedureD1 … ProcedureD2 … … … … … … ProcedureDm … Established the construction cost control matrix, the row elements are the set offeature attribute Fi, and the column elements are the working procedures set.The matrix is denoted as: The Construction Cost control Knowledge Matching Based on the Hamming Weighted Proximity The intuitive sense of closeness degree is level of two fuzzy sets close to each other[5].As a result of the Hamming approach degreeis effectiveand convenient.
The calculation steps of thefeature attributematrixin construction cost control are shown as follow: (1) According to the feature attribute matrix knowledge representation method establish theconstruction cost control feature attribute matrix of thenew engineering project, denoted as
References [1]Han-Hsiang Wangand Frank Boukamp: Computing in Civil Engineering,2009
[2]GulsahFidan,IremDikmen, Murat Tanyer and M.TalatBirgonul: Journal of Computingin Civil Engineering.2011.25:302-315

Negrozov 1,d 1 Moscow State University of Civil Engineering, 26, Yaroslavskoe Sh., Moscow, 129337, Russia a pavel.akimov@gmail.com, b marina.mozgaleva@gmail.com, с aslami.mojtaba@gmail.com, d genromgsu@gmail.com Keywords: wavelet-based discrete-continual finite element method, local structural analysis, plate analysis, multipoint boundary problem, operational formulations, discrete-continual formulations, discrete Haar basis, averaging, reduction, mathematical modelling Abstract.
Bathe, Advances in the multiphysics analysis of structures, Chapter 1 in Computational Methods for Engineering Science, B.H.V.
Bathe, The Finite Element Method, in Encyclopedia of Computer Science and Engineering, B.
Hughes, The Finite Element Method: Linear Static and Dynamic Finite Element Analysis (Dover Civil and Mechanical Engineering), Dover Publications, 2000
Antonela, Distribution Theory: With Applications in Engineering and Physics, John Wiley & Sons, 2013.

Structural Behavior of Polymer Mortar GFRP Composite Pipe Jeong-Hun Nam 1, a, Seungsik Lee2,b, Soon-Jong Yoon1, c, Dong-Min Ok3,d, and Jubum Kim 4,e 1 Department of Civil Engineering, Hongik University, 72-1 Sangsu-dong, Mapo-gu, Seoul 121-791, Korea 2 SK Engineering & Construction, 66 Soonhwa-dong, Jung-gu, Seoul 100-130, Korea 3 Daewoo Engineering & Construction, Daewoo Center Building, 541 Namdaemun-no 5-ga, Jung-gu, Seoul 100-714, Korea 4 Hankuk Fiber Glass Co., LTD, 181 Wonpyung-ri, Sudong-myun, Hamyang-kun, Kyungnam 671-811, Korea a cheethar@hanmail.net, bdrslee@naver.com, csjyoon@hongik.ac.kr, d8912597@dwconst.co.kr, e pipe@fiber-x.com Keywords: GFRP Composite Pipe, Pipe Stiffness, Polymer Mortar, Experiment, FE Analysis Abstract.
In the design of pipe structure to be used in the civil engineering field, strength at the deflection 0.03D or 0.05D is used.
R01-2005-10395-0 from the Basic Research Program of Korea Science & Engineering Foundation and also partially supported by the 2006 Hongik University Research Support Fund, respectively.

Heat simulation analysis of heat exchangers with inclined boreholes in ground-source heat pump systems Songying Zhao 1, a, Chen Chen2,b 1 College of Construction Engineering, Jilin University;Jilin Institute of Architecture and Civil Engineering, Xincheng street 5088, Changchun city,Jilin province, China 2College of Construction Engineering, Jilin University, Changchun city,Jilin province, China acoffeezsy@163.com, b1580116755@qq.com Keywords: Geothermal; Inclined boreholes; Simulation; heat exchange tubes Abstract.
In order to further reduce the drilling area covering workshop in engineering practice，Enhance the heat intensity of the buried pipe, The system can adopt inclined buried pipe layout form.
Acknowledgements This work was financially supported by the National Natural Science Foundation (51206061), Jilin Institute of Architecture and Civil Engineering Youth science and technology development Foundation (J20111028).
Applied Thermal Engineering 26(2006)1169–1175