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332 results on '"Ardebili M"'

17. Damage Index

Author

Saouma, Victor E., Hariri-Ardebili, M. Amin, Saouma, Victor E., and Hariri-Ardebili, M. Amin

Published
2021
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32. Finite Elements

Author

Saouma, Victor E., Hariri-Ardebili, M. Amin, Saouma, Victor E., and Hariri-Ardebili, M. Amin

Published
2021
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39. Creep

Author

Saouma, Victor E., Hariri-Ardebili, M. Amin, Saouma, Victor E., and Hariri-Ardebili, M. Amin

Published
2021
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41. Plasticity

Author

Saouma, Victor E., Hariri-Ardebili, M. Amin, Saouma, Victor E., and Hariri-Ardebili, M. Amin

Published
2021
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44. Seismic Analysis of Pine Flat Concrete Dam: Formulation and Synthesis of Results

Author

Salamon, J. W., Wood, C., Hariri-Ardebili, M. A., Malm, R., Faggiani, G., di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Bolzon, Gabriella, editor, Sterpi, Donatella, editor, Mazzà, Guido, editor, and Frigerio, Antonella, editor

Published
2021
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45. Verification, validation, and uncertainty quantification (VVUQ) in structural analysis of concrete dams.

Author

Salamon, Jerzy W., Hariri-Ardebili, M. Amin, Chen, Zhiqiang, and Asteris, Panagiotis G.

Subjects
CONCRETE analysis, REINFORCED concrete, RESERVOIR rocks, DAM safety, STRUCTURAL design, DAMS
Abstract

Over the past three decades, advancements in computational power and numerical methods have significantly enhanced the role of structural analyses in the design and safety assessment of dams. Simulating concrete dam behavior, particularly in interactions with reservoir water and rock foundations, poses formidable computational challenges. Additionally, the need to define uncertainties related to material parameters, loading conditions, and modeling strategy adds complexity to the modeling process, therefore, quantifying sources of uncertainty is crucial for maintaining credibility and confidence in analysis results. This paper provides a synthesis and an overview of existing research and presents a generic framework for evaluating the credibility of advanced structural analysis methods for concrete dams, with a focus on their limitations and associated uncertainties. The methodology includes a comprehensive process for structural analysis, verification, validation, and uncertainty quantification, aiming to facilitate condition assessments of concrete dams. [ABSTRACT FROM AUTHOR]

Published
2024
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50. Search for the Decay K+ -> pi+ pi0 nu nubar

Author

E787, Adler, S., Aoki, M., Ardebili, M., Atiya, M. S., Bergbusch, P. C., Blackmore, E. W., Bryman, D. A., Chiang, I-H., Convery, M. R., Diwan, M. V., Frank, J. S., Haggerty, J. S., Inagaki, T., Ito, M. M., Kabe, S., Kettell, S. H., Kishi, Y., Kitching, P., Kobayashi, M., Komatsubara, T. K., Konaka, A., Kuno, Y., Kuriki, M., Kycia, T. F., Li, K. K., Littenberg, L. S., Macdonald, J. A., McPherson, R. A., Meyers, P. D., Mildenberger, J., Muramatsu, N., Nakano, T., Ng, C., Numao, T., Poutissou, J. -M., Poutissou, R., Redlinger, G., Sato, T., Shinkawa, T., Shoemaker, F. C., Soluk, R., Stone, J. R., Strand, R. C., Sugimoto, S., Witzig, C., and Yoshimura, Y.

Subjects
High Energy Physics - Experiment
Abstract

The first search for the decay K^+ -> pi^+ pi^0 nu nubar has been performed with the E787 detector at BNL. Based on zero events observed in the kinematical search region defined by 90 MeV/c < P_{pi^+} < 188 MeV/c and 135 MeV < E_{pi^0} < 180 MeV, an upper limit B(K^+ -> pi^+ pi^0 nu nubar) < 4.3 x 10^{-5} at 90% confidence level is established., Comment: 10 pages, Latex, 5 figures, to be submitted to Phys. Rev. D

Published
2000
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