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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Wang, Zuocai / Chen, Genda / Yen, Phillip W. / Buckle, Ian (2013): Cardinal Raúl Silva Henríquez Bridge during the 2010 Chile Earthquake. Failure analysis and retrofit strategy. In: Transportation Research Record: Journal of the Transportation Research Board, v. 2332, n. 1 (January 2013).

    https://doi.org/10.3141/2332-02

  2. Buckle, Ian / Nagarajaiah, Satish / Ferrell, Keith (2001): Stability of Elastomeric Isolation Bearings. Presented at: 2001 Structures Congress and Exposition, Washington, D.C., May 21-23, 2001.

    https://doi.org/10.1061/40558(2001)111

  3. Buckle, Ian (2002): 免震構造によるコンクリート構造物の保護概念から現実へ (Protecting Concrete Structures from Earthquakes Using Seismic Isolation : From Concept to Reality). In: Concrete Journal (JCI), v. 40, n. 1 ( 2002).

    https://doi.org/10.3151/coj1975.40.1_116

  4. Buckle, Ian / Itani, Ahmad / Carden, Lyle (2010): Recent Developments in the Seismic Design of Bridges With Steel-Plate Girder Superstructures. In: Journal of Earthquake Engineering, v. 14, n. 8 ( 2010).

    https://doi.org/10.1080/13632461003702910

  5. Petrone, Floriana / McCallen, David / Buckle, Ian / Wu, Suiwen (2018): Direct measurement of building transient and residual drift using an optical sensor system. In: Engineering Structures, v. 176 (December 2018).

    https://doi.org/10.1016/j.engstruct.2018.08.087

  6. Buckle, Ian / Nagarajaiah, Satish / Ferrell, Keith (2002): Stability of Elastomeric Isolation Bearings: Experimental Study. In: Journal of Structural Engineering (ASCE), v. 128, n. 1 (January 2002).

    https://doi.org/10.1061/(asce)0733-9445(2002)128:1(3)

  7. Buckle, Ian / Dusicka, Peter / Itani, Ahmad (2005): Development of built-up shear links as energy dissipators for the seismic protection of long-span bridges. In: Bridge Structures, v. 1, n. 1 (March 2005).

    https://doi.org/10.1080/1573248042000274533

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