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Earthquake damage and loss estimation with Geographic Information System 被引量:5
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作者 YONG CHEN GE PING LI QI FU CHEN LING CHEN MIN FENG LI Center for Analysis and Prediction, China Seismological Bureau, Beijing 100036, China 《Acta Seismologica Sinica(English Edition)》 CSCD 1998年第6期95-102,共8页
The present paper first includes a brief discussion of GIS technology. Next, the various steps in a regional earthquake damage and loss analysis are discussed, with emphasis on their implementation in the GIS environm... The present paper first includes a brief discussion of GIS technology. Next, the various steps in a regional earthquake damage and loss analysis are discussed, with emphasis on their implementation in the GIS environment. Lastly, a software of WorldRisk which was completed recently are presented to illustrate GIS based global earthquake damage and loss estimation. 展开更多
关键词 GIS earthquake damage loss estimation
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Estimation of Load-Induced Damage and Repair Cost in Post-Tensioned Concrete Rocking Walls
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作者 JAFARI Abouzar DUGNANI Roberto 《Journal of Shanghai Jiaotong university(Science)》 EI 2018年第1期122-131,共10页
Post-tensioned concrete rocking walls might be used to avoid severe seismic damage at the base of structural walls, decrease residual drift, and lessen post-earthquake repair costs. The prediction of load-induced dama... Post-tensioned concrete rocking walls might be used to avoid severe seismic damage at the base of structural walls, decrease residual drift, and lessen post-earthquake repair costs. The prediction of load-induced damage to the rocking wall resulting from seismic loading can provide an extremely valuable tool to evaluate the status and safety of structural concrete walls following earthquakes. In this study, the behavior and the damage state of monolithic, self-centering, rocking walls, as a new type of concrete rocking wall, are investigated. The nonlinear mechanical behavior of the wall is first modeled numerically, and subsequently the mechanical parameters from the numerical simulation are used to generate the local damage index. The results from the damage index model are compared with the full-scale test results, confirming the viability of the numerically based damage index method for estimating the seismically induced damage in concrete walls. Moreover, the estimated damage can be utilized as a qualitative and quantitative scale to assess the status of the wall following seismic loading events.Finally, an equation is proposed to estimate the repair cost based on the predicted damage state for the studied structural system. 展开更多
关键词 rocking walls damage index damage estimation repair cost post-tensioning(PT)
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The use of Artificial Neural Networks to estimate seismic damage and derive vulnerability functions for traditional masonry 被引量:1
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作者 Tiago Miguel FERREIRA Joao ESTEVAO +1 位作者 Rui MAIO Romeu VICENTE 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2020年第3期609-622,共14页
ABSTRACT This paper discusses the adoption of Artificial Intelligence-based techniques to estimate seismic damage,not with the goal of replacing existing approaches,but as a mean to improve the precision of empirical ... ABSTRACT This paper discusses the adoption of Artificial Intelligence-based techniques to estimate seismic damage,not with the goal of replacing existing approaches,but as a mean to improve the precision of empirical methods.For such,damage data collected in the aftermath of the 1998 Azores earthquake(Portugal)is used to develop a comparative analysis between damage grades obtained resorting to a classic damage formulation and an innovative approach based on Artificial Neural Networks(ANNs).The analysis is carried out on the basis of a vulnerability index computed with a hybrid seismic vulnerability asssment methodology,which is subsequently used as input to both approaches.The results obtained are then compared with real post-earthquake damage observation and critically discussed taking into account the level of adjustment achieved by each approach.Finally,a computer routine that uses the ANN as an approximation function is developed and applied to derive a new vulnerability curve expression.In general terms,the ANN developed in this study allowed to obtain much better approximations than those achieved with the original vulnerability approach,which has revealed to be quite non-conservative.Similarly,the proposed vulnerability curve expression was found to provide a more accurate damage prediction than the traditional analytical expressions. 展开更多
关键词 Artificial Neural Networks seismic vulnerability masonry buildings damage estimation vulnerability curves
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Dynamic modeling and damage analysis of debris cloud fragments produced by hypervelocity impacts viaimage processing
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作者 Ru ZENG Yan SONG Weizhen LV 《Frontiers of Information Technology & Electronic Engineering》 SCIE EI CSCD 2022年第4期555-570,共16页
It is always a challenging task to model the trajectory and make an efficient damage estimation of debris clouds produced by hypervelocity impact(HVI)on thin-plates due to the difficulty in obtaining high-quality frag... It is always a challenging task to model the trajectory and make an efficient damage estimation of debris clouds produced by hypervelocity impact(HVI)on thin-plates due to the difficulty in obtaining high-quality fragment images from experiments.To improve the damage estimation accuracy of HVIs on a typical double-plate Whipple shield configuration,we investigate the distributive characteristic of debris clouds in successive shadowgraphs using image processing techniques and traditional numerical methods.The aim is to extract the target movement parameters of a debris cloud from the acquired shadowgraphs using image processing techniques and construct a trajectory model to estimate the damage with desirable performance.In HVI experiments,eight successive frames of fragment shadowgraphs are derived from a hypervelocity sequence laser shadowgraph imager,and four representative frames are selected to facilitate the subsequent feature analysis.Then,using image processing techniques,such as denoising and segmentation techniques,special fragment features are extracted from successive images.Based on the extracted information,image matching of debris is conducted and the trajectory of debris clouds is modeled according to the matched debris.A comparison of the results obtained using our method and traditional numerical methods shows that the method of obtaining hypervelocity impact experimental data through image processing will provide critical information for improving numerical simulations.Finally,an improved estimation of damage to the rear wall is presented based on the constructed model.The proposed model is validated by comparing the estimated damage to the actual damage to the rear wall. 展开更多
关键词 Debris clouds Hypervelocity impact Image processing damage estimation
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Windborne debris damage prediction analysis
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作者 Fangfang SONG Jinping OU 《Frontiers of Structural and Civil Engineering》 SCIE EI 2010年第3期326-330,共5页
Windborne debris is one of the most important causes of the envelop destruction according to the postdamage investigations.The problem of windborne debris damage could be summarized as three parts,including windborne ... Windborne debris is one of the most important causes of the envelop destruction according to the postdamage investigations.The problem of windborne debris damage could be summarized as three parts,including windborne debris risk analysis,debris flying trajectories,and impact resistance of envelope analysis.The method of debris distribution is developed.The flying trajectories of compact and plate-like debris are solved by using a numerical method according to the different aerodynamic characteristics.The impact resistance of the envelopes is also analyzed.Besides,the process of windborne debris damage analysis is described in detail.An example of industrial building is given to demonstrate the whole method by using the observed data of typhoon Chanchu(2006).The method developed in this paper could be applied to risk assessment of windborne debris for structures in wind hazard. 展开更多
关键词 TYPHOON windborne debris structural envelopes damage estimation
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