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Michael Pollino

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. Qu, Bing / Guo, Xuhua / Pollino, Michael / Chi, Haoyan (2013): Effect of column stiffness on drift concentration in steel plate shear walls. In: Journal of Constructional Steel Research, v. 83 (April 2013).

    https://doi.org/10.1016/j.jcsr.2013.01.004

  2. Qu, Bing / Sanchez, Juan Carlos / Hou, Hetao / Pollino, Michael (2016): Improving inter-story drift distribution of steel moment resisting frames through stiff rocking cores. In: International Journal of Steel Structures, v. 16, n. 2 ( 2016).

    https://doi.org/10.1007/s13296-016-6023-z

  3. Qu, Bing / Guo, Xuhua / Chi, Haoyan / Pollino, Michael (2012): Probabilistic evaluation of effect of column stiffness on seismic performance of steel plate shear walls. In: Engineering Structures, v. 43 (October 2012).

    https://doi.org/10.1016/j.engstruct.2012.05.020

  4. Pollino, Michael / Bruneau, Michel (2008): Dynamic seismic response of controlled rocking bridge steel-truss piers. In: Engineering Structures, v. 30, n. 6 (June 2008).

    https://doi.org/10.1016/j.engstruct.2007.10.016

  5. Pollino, Michael (2015): Seismic design for enhanced building performance using rocking steel braced frames. In: Engineering Structures, v. 83 (January 2015).

    https://doi.org/10.1016/j.engstruct.2014.11.005

  6. Qu, Bing / Sanchez-Zamora, Francisco / Pollino, Michael (2014): Mitigation of inter-story drift concentration in multi-story steel Concentrically Braced Frames through implementation of Rocking Cores. In: Engineering Structures, v. 70 (July 2014).

    https://doi.org/10.1016/j.engstruct.2014.03.032

  7. Slovenec, Derek / Sarebanha, Alireza / Pollino, Michael / Mosqueda, Gilberto / Qu, Bing (2017): Hybrid Testing of the Stiff Rocking Core Seismic Rehabilitation Technique. In: Journal of Structural Engineering (ASCE), v. 143, n. 9 (September 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001814

  8. Pollino, Michael / Slovenec, Derek / Qu, Bing / Mosqueda, Gilberto (2017): Seismic Rehabilitation of Concentrically Braced Frames Using Stiff Rocking Cores. In: Journal of Structural Engineering (ASCE), v. 143, n. 9 (September 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001810

  9. Qu, Bing / Sanchez-Zamora, Francisco / Pollino, Michael (2015): Transforming Seismic Performance of Deficient Steel Concentrically Braced Frames through Implementation of Rocking Cores. In: Journal of Structural Engineering (ASCE), v. 141, n. 5 (May 2015).

    https://doi.org/10.1061/(asce)st.1943-541x.0001085

  10. Giannuzzi, Davide / Ballarini, Roberto / Huckelbridge, Arthur / Pollino, Michael / Valente, Marco (2014): Braced Ductile Shear Panel: New Seismic-Resistant Framing System. In: Journal of Structural Engineering (ASCE), v. 140, n. 2 (February 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000814

  11. Pollino, Michael / Bruneau, Michel (2007): Seismic Retrofit of Bridge Steel Truss Piers Using a Controlled Rocking Approach. In: Journal of Bridge Engineering (ASCE), v. 12, n. 5 (September 2007).

    https://doi.org/10.1061/(asce)1084-0702(2007)12:5(600)

  12. Pollino, Michael / Bruneau, Michel (2010): Seismic Testing of a Bridge Steel Truss Pier Designed for Controlled Rocking. In: Journal of Structural Engineering (ASCE), v. 136, n. 12 (December 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000261

  13. Pollino, Michael / Bruneau, Michel (2010): Bidirectional Seismic Behavior of Controlled Rocking Four-Legged Bridge Steel Truss Piers. In: Journal of Structural Engineering (ASCE), v. 136, n. 12 (December 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000262

  14. Qu, Bing / Sanchez-Zamora, Francisco / Pollino, Michael / Hou, Hetao (2017): Rehabilitation of steel concentrically braced frames with rocking cores for improved performance under near-fault ground motions. In: Advances in Structural Engineering, v. 20, n. 6 (May 2017).

    https://doi.org/10.1177/1369433216668101

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