Auad G., Almazán J.L. (2021)

Lateral Impact Resilient double concave Friction Pendulum (LIR-DCFP) bearing: Formulation, parametric study of the slider and three-dimensional numerical example

Engineering Structures 233 2021

Reyes S. I., Almazán J. L. (2020)

A novel device for a vertical rocking isolation system with uplift allowed for industrial equipment and structures

Engineering Structures 214 110595

Montaño J., Maury R., Almazán J.L., Estrella X., Guindos P. (2020)

Development of an amplified added stiffening and damping system for wood-frame shear walls

Latin American Journal of Solids and Structures 17 5

Estrella X, Guindos P., Almazán J.L., Malek S. (2020)

Efficient nonlinear modeling of strong wood frame shear walls for mid-rise buildings

Engineering Structures 215 2020

Xavier Estrella, Sardar Malek, José Luis Almazán, Pablo Guindos, Hernán Santa María, Experimental study of the effects of continuous rod hold-down anchorages on the cyclic response of wood frame shear walls, Engineering Structures, Volume 230, 2021, 111641, ISS (2020)

Experimental study of the effects of continuous rod hold-down anchors on the cyclic response of wood frame shear walls

Engineering Structures 230 111641

Estrella X., Guindos P., Almazán J.L. (2019)

Ground motions for FEMA P-695 application in subduction zones.

Latin American Journal of Solids and Structures 16 9 1-19

Guíñez F., Santa María H., Almazán J.L. (2019)

Monotonic and cyclic behaviour of wood frame shear walls for mid-height timber buildings

Engineering Structures 189 100-110

Torres W., Almazán J.L., Sandoval C., Boroschek R. (2019)

Seismic assessment of irregular masonry macro-elements through a nonlinear framed model. A case study

Bulletin of Earthquake Engineering 17 9 4937-4960

Ugalde D., Almazán J. L., Santa María H., Guindos P. (2019)

Seismic protection technologies for timber structures: a review

European Journal of Wood and Wood Products 77 2 173–194

Colombo J., Almazán J.L. (2019)

Simplified 3D model for the uplift analysis of liquid storage tanks

Engineering Structures 196 109278

Espinoza G, Almazán JL, Benedetti F, Jara C. (2019)

Torsional balance of non-linear asymmetrical structures by means of a tuned mass damper

Structural Control & Health Monitoring e2442 1-21

Sandoval C., Calderón S. and Almazán J.L. (2018)

Experimental cyclic response assessment of partially grouted reinforced clay brick masonry walls

Bulletin of Earthquake Engineering 16 7 3127-3152

Torres W., Almazán J.L., Sandoval C. and Peña F. (2018)

Fragility analysis of the nave macro-element of the Cathedral of Santiago, Chile

Bulletin of Earthquake Engineering 16 7 3031-3056

Colombo J. and Almazán J. (2017)

Experimental investigation on the seismic isolation for a legged wine storage tank

Journal of Constructional Steel Research 133 167–180.

Auad G.A. and Almazán J.L. (2017)

Non linear vertical-rocking isolation system: Application to legged wine storage tanks

Engineering Structures 152 790-803.

Torres W., Almazán J.L., Sandoval C. and Boroschek R. (2017)

Operational modal analysis and FE model updating of the Metropolitan Cathedral of Santiago, Chile

Engineering Structures 143 169-188

Colombo J. and Almazán J. (2017)

Seismic reliability of legged wine storage tanks retrofitted by means of a seismic isolation device

Engineering Structures 134 303–316.

Baquero J.S., Almazán J.L. and Tapia N.F. (2016)

Amplification system for concentrated and distributed energy dissipation devices

Earthquake Engineering & Structural Dynamics 45 6 935-956

Tapia N., Almazán J. and Baquero J. (2016)

Development of a novel combined system of deformation amplification and added stiffness and damping: Analytical result and full scale pseudo-dynamic tests

Engineering Structures 119 61-80

Ramírez P., Sandoval C. and Almazán J.L. (2016)

Experimental study on in-plane cyclic response of partially grouted reinforced concrete masonry shear walls

Engineering Structures 126 598-617

Aguirre J.J. and Almazán J.L. (2015)

Damage potential reduction of optimally passive-controlled nonlinear structures

Engineering Structures 89 130-146

Colombo J.I. and Almazán J.L. (2015)

Seismic reliability of continuously supported steel wine storage tanks retrofitted with energy dissipation devices

Engineering Structures 98 201-211

Aguirre J.J., Almazán J.L. and Paul C.J. (2013)

Optimal control of linear and nonlinear asymmetric structures by means of passive energy dampers.

Earthquake Engineering & Structural Dynamics 42 3 377–395

González E., Almazán J.L., Beltran J., Herrera R. and Sandoval V. (2013)

Performance of stainless steel winery tanks during the 02/27/2010 Maule earthquake

Engineering Structures 56 1402-1418

Seguin C.E., Almazán J.L. and de la Llera J.C. (2013)

Torsional balance of seismically isolated asymmetric structures. http://dx.doi.org/10.1016/j.engstruct.2012.08.025

Engineering Structures 46 703-717

Almazán J.L., Espinoza G. and Aguirre J. (2012)

Torsional balance of asymmetric structures by means of tuned mass dampers. http://dx.doi.org/10.1016/j.engstruct.2012.04.034

Engineering Structures 42 308–328

Zemp R., De la Llera J.C. and Almazán J.L. (2011)

Tall building vibration control using a TM-MR damper assembly. http://dx.doi.org/10.1002/eqe.1033

Earthquake Engineering & Structural Dynamics 40 3 339-354.

Candia G., de la Llera J.C. and Almazan J.L. (2010)

A physical model for dynamic analysis of wine barrel stacks

Earthquake Engineering & Structural Dynamics 39 10 1063-1081

Jünemann R., de la Llera J.C., Besa J. and Almazán J.L. (2009)

Three-dimensional behavior of a spherical self-centering precast prestressed pile isolator. http://dx.doi.org/10.1002/eqe.901

Earthquake Engineering & Structural Dynamics 38 5 541–564

Almazan J.L. and de la Llera J.C. (2009)

Torsional balance as new design criterion for asymmetric structures with energy dissipation devices. http://dx.doi.org/10.1002/eqe.909

Earthquake Engineering & Structural Dynamics 38 12 1421-1440

Seguín C.E., de la Llera J.C. and Almazán J.L. (2008)

Base- structure interaction of linearly isolated structures with lateral-torsional coupling. http://dx.doi.org/10.1016/j.engstruct.2007.02.019

Engineering Structures 30 1 110-125

Almazán J.L., De la Llera J.C., Inaudi J.A., López-García D. and Izquierdo L.E. (2007)

A bidirectional and homogeneous tuned mass damper: A new device for passive control of vibrations. http://dx.doi.org/10.1016/j.engstruct.2006.09.005

Engineering Structures 29 7 1548-1560

Almazán J.L., Cerda F.A., De la Llera J.C. and López-García D. (2007)

Linear isolation of stainless steel legged thin-walled tanks. http://dx.doi.org/10.1016/j.engstruct.2006.08.022

Engineering Structures 29 7 1596-1611

García M., De la Llera J.C. and Almazán J.L. (2007)

Torsional balance of plan asymmetric structures with viscoelastic dampers. http://dx.doi.org/10.1016/j.engstruct.2006.06.022

Engineering Structures 29 6 914-932

Vial I.J., de la Llera J.C., Almazán J.L., Ceballos V. (2006)

Torsional balance of plan-asymmetric structures with frictional dampers: Experimental results

Earthquake Engineering & Structural Dynamics 35 1875-1898

De la Llera J.C., Almazán J.L., Vial I.J. (2005)

Torsional balance of plan-asymmetric structures with frictional dampers: analytical results

Earthquake Engineering & Structural Dynamics 34 1089-1108

De la Llera J.C., Esguerra C., Almazán J.L. (2004)

Earthquake behavior of structures with copper energy dissipators

Earthquake Engineering & Structural Dynamics 33 329-358

Almazán J.L., De la Llera J.C. (2003)

Accidental torsion due to overturning in nominally symmetric structures isolated with the FPS

Earthquake Engineering & Structural Dynamics 32 919-948

De la Llera J.C., Almazán J.L. (2003)

An experimental study of nominally symmetric and asymmetric structures with the FPS

Earthquake Engineering & Structural Dynamics 32 891-918

Almazán J.L., De la Llera J.C. (2003)

Physical model for dynamic analysis of structures with FPS isolators

Earthquake Engineering & Structural Dynamics 32 1157-1184

Almazán J.L., De la Llera J.C. (2002)

Analytical model of structures with frictional pendulum isolators.

Earthquake Engineering & Structural Dynamics 31 305-332

De la Llera J.C., Chopra A.K., Almazán J.L. (2001)

Three-dimensional inelastic response of an RC building during the Northridge Earthquake

Journal of Structural Engineering 127 5 482-489

De la Llera J.C., Vásquez J., Chopra A.K., Almazán J.L. (2000)

A macro-element model for inelastic building analysis.

Earthquake Engineering & Structural Dynamics 29 1725-1757

Almazán J. L., De la Llera J.C., Inaudi J. A (1998)

Modeling Aspects of Structures Isolated With the Frictional Pendulum System

Earthquake Engineering & Structural Dynamics 27 8 845-868