References

Landmark Seismic Tests 

Antonellis G., Gavras A., Panagiotou M., Kutter B., Guerrini G., Sander A., Fox P. (2015). "Shake Table Test of Bridge Columns Supported on Rocking Shallow Foundations," ASCE Journal of Geotechnical and Geoenvironmental Engineering.                

http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0001284

Belleri A.,  Schoettler M. J., Restrepo J. I., and Fleischman, R. B.,  (2014). "Dynamic Behavior of Rocking and Hybrid Cantilever Walls in a Precast Concrete Building," ACI Structural Journal, V. 111, No 1-6.

http://nheri.ucsd.edu/projects/2011-five-story/

Panagiotou, M., Restrepo, J.I. (2011). “A Displacement-Based Method of Analysis for Regular Reinforced Concrete Wall Buildings: Application to a Full-Scale 7-Story Building Slice Tested at UC San Diego.” ASCE Journal of Structural Engineering, Vol. 137, No. 6.

2012 Alfred Noble Prize. http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000333

Panagiotou, M., Restrepo, J.I., and Conte J.P. (2011). “Shake Table Test of a 7-Story Full Scale Reinforced Concrete Wall Building Slice, Phase I: Rectangular Wall.” ASCE Journal of Struct. Engineering, Vol. 137, No. 6. http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000332

Pantoli E., Chen C. M., Hutchinson T. C., Astroza R., Conte J. P., Ebrahimian, H., Restrepo J. I., Wang X., (2016). "Landmark Data Set from the Building Nonstructural Components and Systems (BNCS) Project," Earthquake Spectra, Vol. 32, No. 2

Schoettler M., Restrepo J., Guerrini G., Duck D., Carrea F. (2015). "A Full-Scale, Single-Column Bridge Bent Tested by Shake-Table Excitation," Pacific Earthquake Research Center, Report No. 2015/02

Trono W., Jen, G. Panagiotou, M., Schoettler M., and Ostertag, C. P. (2014). "Seismic Response of a Damage-resistant Recentering Post-tensioned HyFRC Bridge Column," ASCE Journal of Bridge Engineering, published online.

http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000692

Visnjic, T., Antonellis G., Panagiotou, M., and Moehle, J. P. (2016). “Experimental Cyclic Response of Large Reinforced Concrete Special Moment Frame Beams,” ACI Structural Journal, Vol. 113, Issue 3. 

https://www.concrete.org/publications/internationalconcreteabstractsportal.aspx?m=details&ID=51688193

Nonlinear Cyclic Truss and Beam-Truss-Model (BTM)

  1. Alvarez R., Restrepo JI, Panagiotou M (2019). Nonlinear Cyclic Beam Truss Model for Analysis of Reinforced Concrete Coupled Structural Walls, Bull. Earthq. Eng., 17(11), https://doi.org/10.1007/s10518-019-00639-8.

  2. Alvarez R., Restrepo JI, Panagiotou M, Godinez S (2020a). Analysis of Reinforced Concrete Coupled Structural Walls Via the Beam-Truss Model, Engineering Structures. Link

  3. Alvarez R., Restrepo JI, Panagiotou M. (2020b). Plastic Hinge Out-of-Plane Buckling in Structural Walls - Analysis Using the Beam-Truss Model, ASCE, J. Struct. Eng., in press.

  4. Deng X, Murcia-Delso J, Koutromanos I, Panagiotou M (2020). Strain-Based Seismic Performance Evaluation of RC Structural Walls, in review.

  5. Lu Y, Panagiotou M (2015). Earthquake Damage Resistant Tall Buildings at Near Fault Regions Using Base Isolation and Rocking Core Walls. Proceedings, Structures Congress, Portland, OR.

  6. Lu Y, Panagiotou M. (2014). Three-Dimensional Nonlinear Cyclic Beam-Truss Model for Reinforced Concrete Non-Planar Walls. ASCE, J. Struct. Eng., 140(3), http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000852.

  7. Lu Y, Panagiotou M, Koutromanos I (2014). Three-Dimensional Beam-Truss Model for RC Walls and Slabs Subjected to Cyclic Static or Dynamic Loading. PEER Report No. 2014/18, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA.

  8. Lu. Y, Panagiotou M, and Koutromanos I. (2016). “Three-dimensional beam-truss model for RC walls and slabs, Part I: Model Description and Validation for Individual Walls. Earthq.Eng. Struct. Dyn., 45(4): 1495–1513, http://onlinelibrary.wiley.com/doi/10.1002/eqe.2719/full.

  9. Lu Y, Panagiotou M (2016). Three-Dimensional Beam-Truss Model for RC Walls and Slabs, Part II: Model Description and Validation for Coupled Walls and Slabs. Earthq.Eng. Struct. Dyn., 45(11): 1707–1724, http://onlinelibrary.wiley.com/doi/10.1002/eqe.2720/full.

  10. Moharrami M, Koutromanos I, Panagiotou ., Girgin SC (2014). Analysis of Shear-Dominated RC Columns Using the Nonlinear Truss Analogy. Earthq. Eng. Struct. Dyn., 44(5): 677–694, http://dx.doi.org/10.1002/eqe.2480

  11. Moharrami M., Koutromanos I., Panagiotou M. (2015). Nonlinear Truss Modeling Method for the Analysis of Shear Failures in Reinforced Concrete and Masonry Structures. Proceedings, ATC&SEI 2nd Conference on Improving the Seismic Performance of Existing Buildings and Other Structures, December, San Francisco. CA.

  12. Panagiotou M., Restrepo JI, Schoettler M, Geonwoo K (2012). Nonlinear Truss Model for Reinforced Concrete Walls. ACI Struct. J., 109(2): 205–214. http://dx.doi.org/10.14359/51683631

  13. Zhang P, Restrepo JI, Conte JP, Ou J. (2017). Nonlinear Finite Element Modeling and Response Analysis of the Collapsed Alto Rio Building in the 2010 Chile Maule Earthquake. Struct. Des. Tall Spec. Build., 207;26. doi:10.1002/tal.1364.