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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...
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...
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...
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...
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, ...
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...
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...
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...
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...
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...
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...

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