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  1. 1
    Academic Journal

    INVESTIGATIONS ON STATIC BEHAVIOR OF CONTINUOUS REINFORCED CONCRETE PAVEMENT USING FINITE ELEMENT ANALYSIS

    Authors: Sanjay Nayak, R. K. Jain, Deepa Joshi, Radhika Menon, Vinayak Kale

    Source: Proceedings on Engineering Sciences, Vol 6, Iss 3, Pp 915-924 (2024)

    Subject Terms: continuously reinforced concrete pavement, static behavior, finite element analysis, load-carrying capacity, stress distribution, deflection characteristics, Engineering (General). Civil engineering (General), TA1-2040

    File Description: electronic resource

    Relation: https://pesjournal.net/journal/v6-n3/3.pdf; https://doaj.org/toc/2620-2832; https://doaj.org/toc/2683-4111

    Access URL: https://doaj.org/article/68b5e8b28dcc4debaf9b19998f31c8b8

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  2. 2
    Academic Journal

    Numerical analysis on the flow field structure and deflection characteristics of water jets under nozzle moving conditions

    Authors: Songqiang Xiao, Zhaolong Ge, Qingyang Ren, Jialiang Liu, Haiyang Wang

    Source: Engineering Applications of Computational Fluid Mechanics, Vol 14, Iss 1, Pp 1279-1301 (2020)

    Subject Terms: water jets, flow field structure, deflection characteristics, numerical simulation, Engineering (General). Civil engineering (General), TA1-2040

    File Description: electronic resource

    Relation: https://doaj.org/toc/1994-2060; https://doaj.org/toc/1997-003X

    Access URL: https://doaj.org/article/b00948e742d045a1899b3fb06ac767c4

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  3. 3
    Academic Journal

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  4. 4
    Report

    DEVELOPING FLEXIBILITY MATRICES USING CTAC RULE.

    Contributors: Bitner, J

    Source: Other Information: UNCL. Orig. Receipt Date: 31-DEC-69

    File Description: Medium: X; Size: Pages: 32

    Access URL: http://www.osti.gov/scitech/biblio/4812671

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  5. 5
    Report

    SOME CONSIDERATIONS IN EARTHQUAKE RESISTANT DESIGN OF NUCLEAR POWER PLANTS.

    Contributors: Williamson, R

    Source: Other Information: For Oak Ridge National Lab., Tenn. UNCL. Orig. Receipt Date: 31-DEC-69

    File Description: Medium: X; Size: Pages: 300

    Access URL: http://www.osti.gov/scitech/biblio/4794264

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  6. 6
    Academic Journal

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    Academic Journal

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