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Feasibility Study of Parameter Identification Method Based on Symbolic Time Series Analysis and Adaptive Immune Clonal Selection Algorithm
Structural Health Monitoring Clonal Selection Algorithm Symbolic Time Series Analysis Adaptive Immune Building Structures
2013/1/31
The feasibility of a parameter identification method based on symbolic time series analysis (STSA) and the adaptive immune clonal selection algorithm (AICSA) is studied. Data symbolization by using ST...
Identification of e-procurement drivers and barriers for UK construction organisations and ranking of these from the perspective of quantity surveyors
e-procurement in construction ranking of drivers and barriers to e-procurement
2010/9/29
This paper presents the findings of the driver and barrier verification study and the driver and barrier importance ranking survey. Further research will link the drivers and barriers to e-procurement...
Lifecycle management of facilities components using radio frequency identification and building information model
RFID Lifecycle Management Building Information Model Construction Automation Distributed Information
2010/9/29
The AECOO industry is highly fragmented; therefore, efficient information sharing and exchange between various players are evidently needed. Furthermore, the information about facility components shou...
Un probleme d’identification. Correction du modeles analytique en utilisat des données expérimentales
Modele Expérimental Systeme Dynamique Rigidité Amortissement Fréquence
2010/8/11
La procédure de correction d’un modele analytique adopté pour une structure de construction est précédée d’une comparaison entre le set des données expérimentales et celui des données analytiques, pou...
Experimental and theoretical dynamic system identification of damaged RC beams
Dynamic system identification Damage assessment
2009/1/14
Dynamic system identification of RC beams i.e. natural frequencies, damping ratios and mode shapes is of high importance due to their special role in most civil engineering structures. In this paper, ...
CAUSE IDENTIFICATION OF FATIGUE CRACKS IN PLATE GIRDER-ON-STEEL FRAME PIER BRIDGE
plate girder steel frame pier fatigue crack finite element method
2008/12/26
The purpose of this study is to identify the causes of fatigue cracks found in a plate girder-on-steel frame pier bridge. The complexities of this type of structure make the stress configurations nea...
IMPACT FORCE IDENTIFICATION OF ALUMINUM PLATES USING STRAIN SENSORS
impact force identification aluminum plate strain sensors PZT sensors strain gauges element method
2008/12/25
This paper proposes a reliable method identifying both a location and a history of an impact force acting on a plate using multiple sensor responses. First, a fundamental relationship between an impa...
ADJOINT NUMERICAL METHOD FOR THE IDENTIFICATION OF THE LAMÉ COEFFICIENTS IN LINEAR ELASTIC WAVE FIELD
coefficient identification linear elastic wave field adjoint numerical method
2008/12/23
The purpose of this research is to propose a numerical method for the problem of the identification of the elastic coefficients in linear elastic wave field : Determine unknown Young’s modulus and Po...
NON-LINEAR HYSTERETIC STRUCTURAL IDENTIFICATION BY UTILIZING ON-LINE SUPPORT VECTOR REGRESSION
support vector regression on-line identification hysteretic structure nonlinear
2008/12/22
Structures exhibit highly nonlinear characters under severe loads such as strong seismic excitations. Therefore, it is crucial to make nonlinear structural identification in civil engineering. Howeve...
Application of Identification Methodology to Shaking table Tests on Reinforced Concrete Columns.
2007/7/28
期刊信息
篇名
Application of Identification Methodology to Shaking table Tests on Reinforced Concrete Columns.
语种
英文
撰写或编译
作者
吕西林
第一作者单位
刊物名称
Engineering Structures
页面
1995.8,Vol.17,No.7
出版日期
1995年
月
日
文章标识...
Seismic Risk Identification Based on the Expected Annualized Losses
Seismic Risk Identification the Expected Annualized Losses
2010/8/18
A new method for the seismic risk identification is proposed based on the average measure of the expected annualized losses from earthquake occurrence. We show up how can be identified the risk for in...