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

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