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Michael Pollino

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  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 (Oktober 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 (Juni 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 (Januar 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 (Juli 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 (Mai 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 (Februar 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 (Dezember 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 (Dezember 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 (Mai 2017).

    https://doi.org/10.1177/1369433216668101

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