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.  Link            

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. Link

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 PrizeLink 

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. Link

Moaveni, B., He, X.,Conte, J.P., Restrepo, J.I., and Panagiotou M. (2011). “System Identification Study of a Seven-Story Full-Scale Building Slice Tested on the UCSD-NEES Shake Table“, ASCE Journal of Structural Engineering, Vol. 137, No. 6. Link

Hoehler, M.S., Panagiotou, M., Restrepo, J.I.,. Silva, J.F, Floriani, L., Bourgund, U., and Gassnerc, H. (2009). “Performance of Anchored Pipes in a 7 Story Building During Full-Scale Shake Table Tests.” Earthquake Spectra, Vol 25, Issue 1, pp. 71-91.  Link

 

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. Link

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. Link

Nonlinear Cyclic Truss and Beam-Truss-Model (BTM) -- Seismic Analysis RC Buildings

  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). Link 

  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. Link

  4. Deng X., Murcia-Delso J., Koutromanos I., Panagiotou M. (2021). Nonlinear Truss Models for Strain-based Seismic Evaluation of Planar RC Walls. Earthquake Engineering and Structural Dynamics, in press.

    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.

  5. Lu Y, Panagiotou M. (2014). Three-Dimensional Nonlinear Cyclic Beam-Truss Model for Reinforced Concrete Non-Planar Walls. ASCE, J. Struct. Eng., 140(3).Link 

  6. 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.

  7. 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. Link 

  8. 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. Link 

  9. 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. Link 

  10. 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.

  11. Panagiotou M., Restrepo JI, Schoettler M, Geonwoo K (2012). Nonlinear Truss Model for Reinforced Concrete Walls. ACI Struct. J., 109(2): 205–214. Link 

  12. Panagiotou M. and Koutromanos I. (2020). Advanced and Practical Seismic Analysis of Reinforced Concrete Walls and Building Systems Using the BTM-Shell Methodology in the Program FE-MultiPhys. Online School of Earthquake Resilient Design, Los Angeles, CA, 80 pages. Link

  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. Link

Seismic Analysis and Design of Buildings

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 PrizeLink 

 

Panagiotou M. (2017), “Seismic Response of Medium-rise and Tall RC Core-Wall Buildings at Near-fault Regions and Simplified Calculation of Design Demands,” Proceeding of Annual Conference of Los Angeles Tall Buildings Seismic Design Council. Link

Panagiotou, M., and Restrepo, J.I. (2009). “Dual-Plastic Hinge Design Concept for Reducing Higher-Mode Effects on High-Rise Cantilever Wall Buildings.” Earthquake Engineering and Structural Dynamics, Volume 38, Issue 12, pp. 1359-1380. Link

Calugaru, V., and Panagiotou, M. (2012). “Response of Tall Cantilever Wall Buildings Subjected to Strong Pulse -Type Ground Motion,” Earthquake Engineering and Structural Dynamics, Vol. 41, pp. 1301-1318. Link

Visnjic, T., Panagiotou, M., and Moehle J.P. (2015). “Seismic Response of 20-Story Reinforced Concrete Special Moment Resisting Frame Buildings Designed with Current Code Provisions,” Earthquake Spectra, Vol. 31, No. 2. Link

Calugaru, V., and Panagiotou, M. (2014) “Seismic Response of 20-story Base-isolated and Fixed-base RC Structural Wall Buildings at a Near-fault Site,” Earthquake Engineering and Structural Dynamics, Vol. 43, Issue 6, pp. 927-948. Link

Analysis, Design, and Testing of RC Bridges and Components

Antonellis, G., and Panagiotou, M. (2014). "Seismic Response of Bridges with Rocking Foundations Compared to that of Fixed-base Bridges at a Near-Fault Site," Journal of Bridge Engineering (ASCE), Vol 19, Issue 5. Link

Panagiotou, M., Trono W., Jen G., Kumar P., and Ostertag, C.P. (2014). “Experimental Response of HyFRC Bridge Columns with Novel Longitudinal Reinforcement Detailing,” ASCE Journal of Bridge Engineering, published online. Link

Nguyen W., Trono W., Panagiotou M., Ostertag C.P, (2017), “Seismic Response of a Rocking Bridge Column using a Precast-Hybrid-Fiber-Reinforced-Concrete (HYFRC) Tube,” Composite Structures. Link

Gavras Andreas, Antonellis Grigorios, Panagiotou Marios, and Kutter, Bruce L. (2015). “Analytical and Experimental Development of Bridges with Foundations Allowed to Uplift- Part II: Analytical Studies” Report to California Department of Transportation.

Engineering Characterization of Earthquake Ground Motions

Lu, Y., and Panagiotou, M. (2014). “Characterization and Representation of Near-fault Ground Motions Using Cumulative Pulse Extraction with Wavelet Analysis,” Bulletin of the Seismological Society of America, 104:410-426. Link