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Carlos A. Blandón

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. Blandón, Carlos A. / Smith-Pardo, J. Paul / Ortiz, Albert (2015): Rotational capacity of shallow footings and its implication on SSI analyses. In: Earthquakes and Structures, v. 8, n. 3 (March 2015).

    https://doi.org/10.12989/eas.2015.8.3.591

  2. Blandón, Carlos A. / Arteta, Carlos A. / Bonett, Ricardo L. / Carrillo, Julian / Beyer, Katrin / Almeida, João P. (2018): Response of thin lightly-reinforced concrete walls under cyclic loading. In: Engineering Structures, v. 176 (December 2018).

    https://doi.org/10.1016/j.engstruct.2018.08.089

  3. Rosso, Angelica / Jiménez-Roa, Lisandro A. / de Almeida, João Pacheco / Guerrero Zuniga, Aydee Patricia / Blandón, Carlos A. / Bonett, Ricardo L. / Beyer, Katrin (2017): Cyclic tensile-compressive tests on thin concrete boundary elements with a single layer of reinforcement prone to out-of-plane instability. In: Bulletin of Earthquake Engineering, v. 16, n. 2 (September 2017).

    https://doi.org/10.1007/s10518-017-0228-1

  4. Blandón, Carlos A. / Bell, Jared K. / Restrepo, José I. / Weismair, Max / Jaradat, Omar / Yin, Peter (2011): Assessment of Seismic Performance of Two Pile-Deck Wharf Connections. In: Journal of Performance of Constructed Facilities (ASCE), v. 25, n. 2 (April 2011).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000132

  5. Rave-Arango, José F. / Blandón, Carlos A. / Restrepo, José I. / Carmona, Fabio (2018): Seismic performance of precast concrete column-to-column lap-splice connections. In: Engineering Structures, v. 172 (October 2018).

    https://doi.org/10.1016/j.engstruct.2018.06.049

  6. Smith-Pardo, J. Paul / Ortiz, Albert / Blandón, Carlos A. (2014): Biaxial capacity of rigid footings: Simple closed-form equations and experimental results. In: Engineering Structures, v. 69 (June 2014).

    https://doi.org/10.1016/j.engstruct.2014.03.007

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