Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

    Reliability Indices for Bolted and Nailed Connections in Wood Structures

    New search for: Pollock, David G.
    New search for: Bender, Donald A.

    Recently published test data for bolted and nailed connections was evaluated to assess the structural reliability inherent in current allowable stress design procedures for connections in wood structures. Reliability indices were determined for timber connections using standard first-order, second moment (FOSM) procedures. For the connections considered in this study, reliability indices range from 2.6 to 5.1, generally providing higher levels of safety than the structural members in timber structures.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Reliability Indices for Bolted and Nailed Connections in Wood Structures

    New search for: Pollock, David G.
    New search for: Bender, Donald A.

    Recently published test data for bolted and nailed connections was evaluated to assess the structural reliability inherent in current allowable stress design procedures for connections in wood structures. Reliability indices were determined for timber connections using standard first-order, second moment (FOSM) procedures. For the connections considered in this study, reliability indices range from 2.6 to 5.1, generally providing higher levels of safety than the structural members in timber structures.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Reliability Indices for Bolted and Nailed Connections in Wood Structures

    New search for: Pollock, David G.
    New search for: Bender, Donald A.

    Recently published test data for bolted and nailed connections was evaluated to assess the structural reliability inherent in current allowable stress design procedures for connections in wood structures. Reliability indices were determined for timber connections using standard first-order, second moment (FOSM) procedures. For the connections considered in this study, reliability indices range from 2.6 to 5.1, generally providing higher levels of safety than the structural members in timber structures.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    Reliability Indices for Bolted and Nailed Connections in Wood Structures

    Contributors:

    Pollock, David G. (author) / Bender, Donald A. (author)

    Conference:

    Structures Congress 2001 ; 2001 ; Washington, D.C., United States

    Published in:

    Structures 2001 ; 1-8

    Publication date:

    2001-05-18

    ISBN:

    9780784405581

    DOI:

    https://doi.org/10.1061/40558(2001)186

    Type of media:

    Conference paper

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Nails , Bolted connections , Wood structures , Structural engineering , Reliability , Rehabilitation

    Similar titles

    Governing Yield Modes for Common Bolted and Nailed Wood Connections

    Tucker, B. J. / Pollock, D. G. / Fridley, K. J. et al. | British Library Online Contents | 2000

    Cyclic Response of Nailed and Bolted Connections

    Daniel, J. / Gutshall, D. S. T. / Line, P. et al. | British Library Conference Proceedings | 1997

    ARTICLES - Governing Yield Modes for Common Bolted and Nailed Wood Connections

    Tucker, Brian J. | Online Contents | 2000

    Reliability of Bolted Wood Connections

    Zahn, J. J. | British Library Online Contents | 1992

    Reliability Analysis of Bolted Wood Connections

    Bulleit, W. M. / Decator, D. B. / American Society of Civil Engineers; Engineering Mechanics Division et al. | British Library Conference Proceedings | 1996

    Back to top