629 research outputs found
Bayesian probabilistic damage detection of a reinforced-concrete bridge column
No full textA Bayesian probabilistic approach for damage detection has been proposed for the continuous monitoring of civil structures (Sohn H, Law KH. Bayesian probabilistic approach for structure damage detection. Earthquake Engineering and Structural Dynamics 1997; 26: 1259-1281). This paper describes the application of the Bayesian approach to predict the location of plastic hinge deformation using the experimental data obtained from the vibration tests of a reinforced-concrete bridge column. The column was statically pushed incrementally with lateral displacements until a plastic hinge is fully formed at the bottom portion of the column. Vibration tests were performed at different damage stages. The proposed damage detection method was able to locate the damaged region using a simplified analytical model and the modal parameters estimated from the vibration tests, although (1) only the first bending and first torsional modes were estimated from the experimental test data, (2) the locations where the accelerations were measured did not coincide with the degrees of freedom of the analytical model, and (3) there existed discrepancies between the undamaged test structure and the analytical model. The Bayesian framework was able to systematically update the damage probabilities when new test data became available. Better diagnosis was obtained by employing multiple data sets than just by using each test data set separately. Copyright (C) 2000 John Wiley & Sons, Ltd.The "rst author wishes to express his sincere thanks to Professor Gerard C. Pardoen and his students at the
University of California at Irvine for providing an opportunity to observe the bridge column test. Also, the
authors are indebted to Dr Charles R. Farrar and Dr Scott W. Doebling of the Los Alamos National
Laboratory for providing the vibration test data. This research was partially sponsored by the National
Science Foundation under Grant No. CMS-95261-2
Hom.Od. 11,274-280: Odyssee
No full textEpikáste erfuhr davon, dass sie ihren eigenen Sohn zum Gemahl hat, der seinen Vater und ihren Ehemann erschlagen hat, und erhängt sich mit einem Seil
Hom.Od. 22,457-473: Odyssee
No full textOdysseus trägt seinem Sohn, wie auch dem Rinderhirten und dem Schweinehirten auf, die Mägde, die sich unziemlich verhalten haben, im Hof mit den Schwertern zu erschlagen, nachdem sie die toten Freier aus der Halle getragen haben. Telemachos will die Frauen aber nicht schnell erlösen und bindet diese mit einem Seil an eine Säule, sodass sie qualvoll langsam umkommen
Troca ou produção? Uma introdução crítica à proposta teórica de Alfred Sohn-Rethel
No full textThis paper explores and analyzes the critique of the modern-traditional epistemology of the philosopher Alfred Sohn-Rethel, focusing on the categories of "social synthesis" and "real abstraction" that the author postulated in his magnum opus Manual Work and Intellectual Work (2001) . Sohn-Rethel\u27s perspective seeks to critically adapt Marx\u27s materialist conception of history to the analysis of the emergence of the fundamental categories of scientific knowledge, as formulated in European modernity. However, the author\u27s emphasis on exchange over production ends up being inconsistent with basic postulates derived from the critique of political economy formulated by Marx in Capital. Thus, from the review of Marx\u27s categories and taking into account the position of other authors, the research emphasizes the limitations derived from the Sohn-Rethel proposal when analyzing the social forms of knowledge.El presente artículo explora y analiza la crítica a la epistemología moderna-tradicional del filósofo Alfred Sohn-Rethel centrándose en las categorías de “síntesis social” y “abstracción real” que el autor postuló en su obra magna Trabajo manual y trabajo intelectual (2001). La perspectiva de Sohn-Rethel busca adecuar críticamente la concepción materialista de la historia de Marx al análisis de la emergencia de las categorías fundamentales del conocimiento científico, tal y como se formularon en la modernidad europea. Sin embargo, el énfasis que el autor sostiene del intercambio por encima de la producción termina por ser incongruente con postulados básicos derivados de la crítica de la economía política formulada por Marx en El Capital. Así, a partir de la revisión de las categorías de Marx y tomando en cuenta la posición de otros autores, la investigación enfatiza en los limitantes derivados de la propuesta de Sohn-Rethel al analizar las formas sociales del conocimiento.Este artigo explora e analisa a crítica à epistemologia moderno-tradicional do filósofo Alfred Sohn-Rethel, com foco nas categorias de "síntese social" e "abstração real" que o autor postulou em sua magnum opus Trabalho Manual e Trabalho Intelectual (2001). ). A perspectiva de Sohn-Rethel procura adaptar criticamente a concepção materialista da história de Marx à análise da emergência das categorias fundamentais do conhecimento científico, tal como formuladas na modernidade europeia. No entanto, a ênfase do autor na troca sobre a produção acaba sendo inconsistente com os postulados básicos derivados da crítica da economia política formulada por Marx em O Capital. Assim, a partir da revisão das categorias de Marx e levando em conta a posição de outros autores, a pesquisa enfatiza as limitações derivadas da proposta de Sohn-Rethel ao analisar as formas sociais de conhecimento
한국인 전이성 척추 종양 환자 전국가적 현황조사
No full text학위논문 (박사)-- 서울대학교 대학원 : 의학과, 2017. 2. 정천기.Purpose: The aim of this nationwide study of adult Koreans was analyzing haracteristics, medical utilization rate, and survival rate of patients with newly diagnosed spine metastasis, ultimately to suggest prognostic factors influencing survival. We also aimed to understand the current state of stereotactic radiosurgery (SRS) and other treatment modalities in relation to spine metastasis.
Methods and Materials: Data for patients with metastatic spine tumors were extracted from the Korean Health Insurance Review and Assessment Service database. The data included the age, sex, health insurance type, co-morbidities, medical cost, and hospital stay duration. Hospital stay duration and medical costs per person for a single calendar year were calculated. In addition, survival rates of metastatic spine tumor patients according to the primary tumor sites were evaluated. In a multivariate analysis, factors which affect the survival period were evaluated. The SRS group received SRS at least once within a year of their diagnoses, while the non-SRS group did not receive SRS.
Results: Increased rates of incidence of spine metastasis were associated with increases in age, higher diagnosis year, and a higher number of comorbidities (P= <0.0001). The 6 most prevalent primary tumor sites were the lung, hepatobiliary, breast, colon, stomach, and prostate. Among patients with tumors in these areas, the total average annual medical costs, including inpatient and outpatient services, ranged from 12,734 USD (prostate) to 15, 556 USD (lung). Among patients with tumors in these 6 area, the total average annual hospital stay duration, including as an inpatient and outpatient, ranged from 70.8 d (stomach) to 78.7 d (colon). The median overall survival duration of the metastatic spine tumor patients was 191 d. There were significant differences between the SRS and the non-SRS group with regard to medical costs (23,276 vs. 18,458 USD, P=0.001) and the duration (days) of medical service (101.3 vs. 86.5, P=0.023). Age, female sex, certain primary tumor sites (breast, prostate cancer), synchronous metastasis were significant positive prognostic factors affecting survival period.
Conclusions: Age, sex, comorbidities, certain primary tumor sites, and synchronous metastasis significantly affect the survival periods of patients with metastatic spine tumors.1.Introduction 1
2. Material and Methods 1
3. Results 6
4. Discussion 12
5. References. 19
국문초록 49Docto
Application of time reversal guided waves to field bridge testing for baseline free damage diagnosis
No full textThis research is partially supported by Pennsylvania Infrastructure Technology Alliance (PITA) Program and Pennsylvania Department of Transportation (PennDOT). The first author would like to acknowledge the graduate fellowship program from Samsung Lee Kun Hee Scholarship Foundation in Seoul, Korea. The authors would like to thank Paul Majoris and James Johnson for granting access to the Buffalo Creek Bridge site. The authors also would like to thank Profs. David W. Greve and Irving J. Oppenheim for providing invaluable comments and making the scaled girder specimen available for our study
Development of Dual PZT Transducers for Reference-Free Crack Detection in Thin Plate Structures
No full textA new Lamb-wave-based nondestructive testing (NDT) technique, which does not rely on previously stored baseline data, is developed for crack monitoring in plate structures. Commonly, the presence of damage is identified by comparing "current data" measured from a potentially damaged stage of a structure with "baseline data" previously obtained at the intact condition of the structure. In practice, structural defects typically take place long after collection of the baseline data, and the baseline data can be also affected by external loading, temperature variations, and changing boundary conditions. To eliminate the dependence on the baseline data comparison, the authors previously developed a reference-free NDT technique using 2 pairs of collocated lead zirconate titanate (PZT) transducers placed on both sides of a plate. This reference-free technique is further advanced in the present study by the necessity of attaching transducers only on a single surface of a structure for certain applications such as aircraft. To achieve this goal, a new design of PZT transducers called dual PZT transducers is proposed. Crack formation creates Lamb wave mode conversion due to a sudden thickness change of the structure. This crack appearance is instantly detected from the measured Lamb wave signals using the dual PZT transducers. This study also suggests a reference-free statistical approach that enables damage classification using only the currently measured data set. Numerical simulations and experiments were conducted using an aluminum plate with uniform thickness and fundamental Lamb waves modes to demonstrate the applicability of the proposed technique to reference-free crack detection.This research is supported by the Radiation Technology Program under
Korea Science and Engineering Foundation (KOSEF) and the Ministry
of Science and Technology (M20703000015-07N0300-01510) and
Korea Research Foundation Grant funded by the Korean Government
(MOEHRD, Basic Research Promotion Fund) (KRF-2007-331-D00462).
Any opinions, findings, and conclusions or recommendations expressed
in this material are those of the author(s) and do not necessarily reflect
the views of the funding agencies
Continuous fatigue crack monitoring without baseline data
No full textIn order to overcome the susceptibility of conventional non-destructive testing (NDT) techniques to operational and environmental variations, a new damage detection technique that does not require direct comparison with baseline data was previously developed by the authors for detecting a crack in a plate structure. This reference-free technique employs two pairs of collocated lead zirconate titanate transducers (PZTs) placed on both sides of the plate to generate and measure Lamb waves. Then, the existence of mode conversion due to the crack is identified from the Lamb wave signals instantly measured by PZTs. In this study, the effectiveness of the proposed technique is tested using a steel girder specimen. A cyclic loading is applied to the girder resulting in fatigue cracks, and the proposed technique detects the appearance of fatigue damage solely based on the measured Lamb waves at the present stage. Experimental results are presented to demonstrate the applicability of the proposed technique to fatigue crack monitoring, and issues related to PZT installation are discussed.This research is supported by the Radiation Technology
Program under Korea Science and Engineering Foundation
(KOSEF) and the Ministry of Science and Technology
(M20703000015-07N0300-01510) andKorea Research
Foundation Grant funded by the Korean Government
(MOEHRD, Basic Research Promotion Fund)
(KRF-2007-331-D00462). Any opinions, findings and
conclusions or recommendations expressed in this material
are those of the author(s) and do not necessarily reflect
the views of the funding agencies. The authors also
would like to thank Professors Kent A. Harris and Piervincenzo
Rizzo at University of Pittsburgh for designing
the steel girder specimen and conducting fatigue loading
tests
Energy-based Reference-Free Damage Diagnosis using A Single Pair of Collocated PZTs
No full textThis research is supported by the Radiation Technology Program (M20703000015-07N0300-01510) under Korea Science and Engineering Foundation (KOSEF) and U-Eco city project (C007L7510001-08L015800110) under Korea Institute of Construction & Transportation technology Evaluation and Planning (KICTEP). Any opinions, findings, and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of the funding agencies
Parameter estimation of the generalized extreme value distribution for structural health monitoring
No full textStructural health monitoring (SHM) can be defined as a statistical pattern recognition problem which necessitates establishing a decision boundary for damage identification. In general, data points associated with damage manifest themselves near the tail of a baseline data distribution, which is obtained from a healthy state of a structure. Because damage diagnosis is concerned with outliers potentially associated with damage, improper modeling of the tail distribution may impair the performance of SHM by misclassifying a condition state of the structure. This paper attempts to address the issue of establishing a decision boundary based on extreme value statistics (EVS) so that the extreme values associated with the tail distribution can be properly modeled. The generalized extreme value distribution (GEV) is adopted to model the extreme values. A theoretical framework and a parameter estimation technique are developed to automatically estimate model parameters of the GEV. The validity of the proposed method is demonstrated through numerically simulated data, previously published real sample data sets, and experimental data obtained from the damage detection study in a composite plate. (c) 2005 Elsevier Ltd. All rights reserved.The authors would like to thank Prof. Keith Worden’s
contribution to the initial implementation of the differential
evolution code used in this study. The authors also wish to
recognize the Weapon Response Group (ESA-WR) of Los
Alamos National Laboratory for providing the experimental
data for the composite plate test for this study. The first
author would like to acknowledge the Post-doctoral Fellowship
Program of the Korea Science & Engineering Foundation
(KOSEF) in 2003
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