Search results

It is related to many disciplines, including Civil Engineering, Aerospace Engineering, Mechanical Engineering, and Marine Engineering, among others.
Structural Health Monitoring (SHM) refers to the process of detecting damage in civil engineering infrastructures[2].
Monitoring various infrastructures is always an important issue in the civil engineering field, particularly transportation infrastructures, because they are expensive to build and maintain, and the consequences of their sudden failure are extremely dangerous [4].
Brownjohn, “Structural health monitoring of civil infrastructure Structural health monitoring of civil infrastructure,” no.
“Sensing issues in civil structural health monitoring.”

Preface The International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (ICCEASI2012) was held on September 22-24, 2012 in Zhengzhou, China.
As the rising requirement of environmental and natural resources protection to achieve sustainable development, it brings more opportunities to the activities of civil engineering, architecture, hydraulic engineering and sustainable infrastructure.
This book aims to collect the latest development and applications of advanced and sustainable materials, the innovation in civil and hydraulic engineering, the innovation in architecture and building construction, and the innovation in bridge and underground engineering.
Yi Min Xie RMIT University, Australia 2012 International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (ICCEASI2012) Organized by North China University of Water Resources and Electric Power, China RMIT University, Australia Co-organized by Zhengzhou University, China Wuhan University, China Dalian University of Technology, China Changsha University of Science and Technology, China Fiber Concrete Committee, China Civil Engineering Society Concrete Specialist Committee, China Association for Engineering Construction Standardization Henan Civil Engineering and Architecture Society, China Henan Highway and Transportation Society, China Conference Organization Co-chairman Prof.
Hao Wang, Chinese Academy of Engineering, China Prof.

The low strain method to pile test and detection analysis of a communication complex building CHEN Chang-liu 1, a, ZHU Yan-peng 2,b 1School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China; 2School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China; a13993149388@139.com, bzhuyp@lut.cn Keywords: pile, low strain method, test, detection Abstract.
Dingxi Mobile Communication complex building project, the civil engineering experimental center of Lanzhou Univeristy of Technology tested the 9 foudation piles using transmission method.
Engineering geological condition.
The engineering area is located in the new town in Dingxi.
The engineering pile integrity test results are shown in Table 1.

The Research on the Stability of the Foundation and Grouting Treatment Efect under the Process of Surface Structures in old Mined-out Areas Ke Li 1, a, Tong Li 2,b, Dongli Wang 2,c 1School of Civil Engineering, Northeast Petroleum University, Daqing, Heilongjiang, 163000, China 2 Northeast Petroleum University, Qinhuangdao, Hebei, 066004, China adq_like@126.com, batqhd@163.com, cdongli.w@126.com Keywords: Mined-out Areas; Stability of The Foundation; Grouting; Numerical Simulation; Monitoring; Surface Load; Mining Subsidence; Engineering Measures Abstract.
Firstly, it simulates different depth at nanmaquan and civil mines respectively with the software of MIDAS to carry out in phases; secondly, it discusses the rule of vertical settlement surrounding rock and cover rock in the mined-out areas; lastly, it analyzes furtherly the rules of changes with the method of adding different load in order to research the stability of the foundation under load in the old mined-out areas.
Fig. 4 Horizontal displacement in monitoring spot 1 Fig. 5 Vertical settlement curve of loading stage Grouting treatment engineering measures Treatment engineering measures on the underlying mined-out areas of the steel plant can be divided into the following four categories: Methods of total filling grouting.
Fig. 6 The diagram grouting treatment engineering measures of Mined-out areas Grouting engineering measures analysis.
Journal of Mines, Metals and Fuels, 2007: 195-200 [4] Composition Committee of Engineering Geology Handbook, Engineering Geological Handbook, China Building Industry Press, 1996: 719-741

      Preface            Dear Distinguished Authors and Guests,    The Organizing Committee warmly welcomes you to 2012 International Conference on Mechanical  Engineering ，Materials Science and Civil Engineering (ICMEMSCE 2012) held on 18-20, August,2012,  Harbin, China.    
The aim of ICMEMSCE 2012 is to present the latest research and results of scientists (professors, students,  PhD Students, engineers, and post-doc scientist) related to Mechanical Engineering ，Materials Science  and Civil Engineering topics. 
The main conference  themes and tracks are Mechanical Engineering; Material Engineering; Civil Engineering; Modeling,  Simulation and Automation, etc. 

Magazine of Civil Engineering. 4(30) (2012) 2–9
Magazine of Civil Engineering. 3 (2009) 7-10
Magazine of Civil Engineering. 4 (30) (2012) 25-32
Magazine of Civil Engineering. 4(22) (2011) 16-21
Magazine of Civil Engineering. 9(35) (2012) 29-34 [8] S.N.M.

Tensile Test of Shape Memory Alloys and Numerical Simulation GUAN Ping1, a, ZHANG Yan1,b and CUI Di2,c 1Architectural and civil engineering institute, Dalian University, Liaoning, Dalian 116622, China 2Research and development center of civil engineering technology, Dalian University, Liaoning, Dalian 116622, China aguanping63@yahoo.com.cn, bzhangy89@163.com, ccuidip@163.com Keywords: SMA; tensile test; constitutive model; numerical simulation.
However, a number of constitutive models were more complex, and not easily applied to engineering.
Research and application of SMA in civil engineering has achieved fast development [1-6].
Fig. 1 SMA strands The tests were done in Architectural and Civil Engineering Institute of Dalian University.
The engineering application of these units used in modeling was so complex that not widely applied.

Nowadays architects and civil engineers should not forget that they are trying to achieve the same goal.
Raschetno-eksperimentalnyy kontrol energosberezheniya zdaniy [Settlement and experimental control of energy saving for buildings] (2013) Magazine of Civil Engineering, 8 (43), pp. 24-30.
Gidravlicheski optimalnaya ventiliruyemaya shchel [A hydraulically optimum ventilated gap] (2013) Magazine of Civil Engineering, 2 (37), pp. 35-40.
Physical and numerical experiments] (2013) Magazine of Civil Engineering, 9 (44), pp. 4-9.
Problems and methods of numerical and experimental investigation of high rise constructions’ aerodynamics in the coastal region “sea-land” (2013) Magazine of Civil Engineering, 2 (37), pp. 54-61

Comparison of Analytical and FEM Solutions of the Contact Tasks of Foundation - Subsoil Interaction HRUSTINEC Lubos1, a *, SUMEC Jozef2,b and KUZMA Jozef1,c 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Geotechnics, Radlinskeho 11, SK-813 68 Bratislava, Slovakia 2Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-813 68 Bratislava, Slovakia alubos.hrustinec@stuba.sk, bjozef.sumec@stuba.sk, ckuzma@svf.stuba.sk Keywords: soil-structure interaction, shallow foundation, analytical and numerical solutions, Finite Element Method (FEM), ANSYS® software Abstract.
Developments in Geotechnical Engineering, Vol. 43, Elsevier, Amsterdam, 1984
Karavelov Civil engineering higher school, Sofia, Bulgaria, 2013, pp.
Journal of Civil Engineering and Architecture, Vol. 7/issue 7, USA, 2013, pp. 875-886
Jendzelovsky, Static Analysis of the Cylindrical Tank Resting on Various Types of Subsoil, Journal of Civil Engineering and Management, Vol. 18, Issue 5, 2012, pp. 744-751

The Relationship between Construction Organization Design and Engineering Cost The role that the construction organization design plays determines its close relation to engineering cost.
The construction organization design lays the significant foundation of engineering cost.
The construction organization design mainly involves two parts, one of which is the arrangement of construction program embodying the regularity of construction procedure, frequently underground before the floor, civil engineering prior to the equipment, and fitment after structure, etc.
The interactive relation between construction organization design and engineering cost is discussed with confirmation of basic unit price and partial engineering unit price.
The Construction Engineering Technology and Measurement [M].