Shear wall

Results: 331



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110th International Symposium on Turbulence and Shear Flow Phenomena (TSFP10), Chicago, USA, July, 2017  Modeling momentum and scalar transport in a wall-bounded turbulent flow Theresa Saxton-Fox  Beverley McKeon

10th International Symposium on Turbulence and Shear Flow Phenomena (TSFP10), Chicago, USA, July, 2017 Modeling momentum and scalar transport in a wall-bounded turbulent flow Theresa Saxton-Fox Beverley McKeon

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Source URL: docs.wixstatic.com

Language: English - Date: 2017-08-21 18:01:56
    2GRG を用いた小開口付き耐力壁の面内せん断性能に関する研究 STUDY OF PERFORMANCE OF GRG SHEAR WALL WITH AN OPENING 綱  友 雄*,篠原 建次*,松本 敏夫**

    GRG を用いた小開口付き耐力壁の面内せん断性能に関する研究 STUDY OF PERFORMANCE OF GRG SHEAR WALL WITH AN OPENING 綱 友 雄*,篠原 建次*,松本 敏夫**

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    Source URL: yoshino-gypsum.com

    - Date: 2015-07-02 22:29:30
      3Structural analysis package OCEAN 2012 Shear wall analysis SWALL

      Structural analysis package OCEAN 2012 Shear wall analysis SWALL

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      Source URL: www.fg.uni-mb.si

        4J.G. Tumialan, A. Morbin, A. Nanni, and C. Modena, “Shear Strengthening of Masonry Walls with FRP Composites,” COMPOSITES 2001 Convention and Trade Show, Composites Fabricators Association, Tampa, FL, October 3-6, 20

        J.G. Tumialan, A. Morbin, A. Nanni, and C. Modena, “Shear Strengthening of Masonry Walls with FRP Composites,” COMPOSITES 2001 Convention and Trade Show, Composites Fabricators Association, Tampa, FL, October 3-6, 20

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        Source URL: rb2c.mst.edu

        Language: English - Date: 2014-01-22 05:22:31
        5NIST GCRNEHRP Seismic Design Technical Brief No. 3 Seismic Design of Cast-in-Place Concrete Diaphragms,

        NIST GCRNEHRP Seismic Design Technical Brief No. 3 Seismic Design of Cast-in-Place Concrete Diaphragms,

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        Source URL: nehrp-consultants.org

        Language: English - Date: 2010-11-16 22:29:23
        6SHEAR STRENGTHENING OF URM CLAY WALLS WITH FRP SYSTEMS S. Grando*, M.R. Valluzzi*, C. Modena*, J.G. Tumialan** * Department of Transports and Construction, Università degli studi di Padova Via Marzolo 9 – 35131 Padova

        SHEAR STRENGTHENING OF URM CLAY WALLS WITH FRP SYSTEMS S. Grando*, M.R. Valluzzi*, C. Modena*, J.G. Tumialan** * Department of Transports and Construction, Università degli studi di Padova Via Marzolo 9 – 35131 Padova

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        Source URL: rb2c.mst.edu

        Language: English - Date: 2014-01-22 05:22:27
        7A hollow aluminum shaft with an outside diameter of 100 mm and a wall thickness of 5 mm has an allowable shear stress of 40 MPa

        A hollow aluminum shaft with an outside diameter of 100 mm and a wall thickness of 5 mm has an allowable shear stress of 40 MPa

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        Source URL: classes.mst.edu

        Language: English - Date: 2008-04-17 12:26:49
        8Dual functional steel plate shear walls with X-shaped links Background: Seismic application of structural health monitoring (SHM) to built structures are yet limited only to the most critical structures. Meanwhile, passi

        Dual functional steel plate shear walls with X-shaped links Background: Seismic application of structural health monitoring (SHM) to built structures are yet limited only to the most critical structures. Meanwhile, passi

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        Source URL: www.steel.dpri.kyoto-u.ac.jp

        Language: English - Date: 2014-03-18 00:43:09
        9A hollow aluminum shaft with an outside diameter of 100 mm and a wall thickness of 5 mm has an allowable shear stress of 40 MPa

        A hollow aluminum shaft with an outside diameter of 100 mm and a wall thickness of 5 mm has an allowable shear stress of 40 MPa

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        Source URL: classes.mst.edu

        Language: English - Date: 2008-05-07 15:13:50
        10Ⅳ−11  耐力部材の品質評価に基づく木造軸組耐力壁の性能設計技術の開発 Development on Strength Design Method of Shear Wall Constructed by Wooden Frames Based on Quality Evaluation of Compone

        Ⅳ−11 耐力部材の品質評価に基づく木造軸組耐力壁の性能設計技術の開発 Development on Strength Design Method of Shear Wall Constructed by Wooden Frames Based on Quality Evaluation of Compone

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        Source URL: www.kenken.go.jp

        Language: Japanese - Date: 2015-04-22 03:35:19