A simple method for the design of optimal damper configurations in MDOF structures D Lopez Garcia Earthquake spectra 17 (3), 387-398, 2001 | 234 | 2001 |
Experimental investigation of multihazard resistant bridge piers having concrete-filled steel tube under blast loading S Fujikura, M Bruneau, D Lopez-Garcia Journal of Bridge Engineering 13 (6), 586-594, 2008 | 199 | 2008 |
Efficiency of a simple approach to damper allocation in MDOF structures D Lopez Garcia, TT Soong Journal of structural control 9 (1), 19-30, 2002 | 198 | 2002 |
Sliding fragility of block‐type non‐structural components. Part 1: unrestrained components D Lopez Garcia, TT Soong Earthquake Engineering & Structural Dynamics 32 (1), 111-129, 2003 | 161 | 2003 |
Risk-informed optimization of the tuned mass-damper-inerter (TMDI) for the seismic protection of multi-storey building structures R Ruiz, AA Taflanidis, A Giaralis, D Lopez-Garcia Engineering Structures 177, 836-850, 2018 | 118 | 2018 |
A bidirectional and homogeneous tuned mass damper: A new device for passive control of vibrations JL Almazan, JC De la Llera, JA Inaudi, D Lopez-Garcia, LE Izquierdo Engineering Structures 29 (7), 1548-1560, 2007 | 93 | 2007 |
Influence of the gravity framing system on the collapse performance of special steel moment frames FX Flores, FA Charney, D Lopez-Garcia Journal of Constructional Steel Research 101, 351-362, 2014 | 92 | 2014 |
Assessment of the separation necessary to prevent seismic pounding between linear structural systems D Lopez-Garcia, TT Soong Probabilistic Engineering Mechanics 24 (2), 210-223, 2009 | 78 | 2009 |
Bidirectional pushover analysis of irregular structures GP Cimellaro, D Lopez-García, T Giovine 5th International Conference on Structural Engineering, Mechanics and …, 2013 | 68 | 2013 |
Sliding fragility of block‐type non‐structural components. Part 2: Restrained components D Lopez Garcia, TT Soong Earthquake Engineering & Structural Dynamics 32 (1), 131-149, 2003 | 67 | 2003 |
Evaluation of current criteria in predicting the separation necessary to prevent seismic pounding between nonlinear hysteretic structural systems D Lopez-Garcia, TT Soong Engineering Structures 31 (5), 1217-1229, 2009 | 63 | 2009 |
Modeling and experimental validation of a new type of tuned liquid damper RO Ruiz, D Lopez-Garcia, AA Taflanidis Acta Mechanica 227, 3275-3294, 2016 | 61 | 2016 |
Mechanical characteristics of Raschel mesh and their application to the design of large fog collectors JD Rivera, D Lopez-Garcia Atmospheric Research 151, 250-258, 2015 | 53 | 2015 |
Assessment of floor accelerations in special steel moment frames FX Flores, D Lopez-Garcia, FA Charney Journal of Constructional Steel Research 106, 154-165, 2015 | 52 | 2015 |
Separation between adjacent nonlinear structures for prevention of seismic pounding D Lopez Garcia 13th World Conference on Earthquake Engineering, 2004 | 49 | 2004 |
Inelastic displacement ratios for nonstructural components subjected to floor accelerations JC Obando, D Lopez-Garcia Journal of Earthquake Engineering 22 (4), 569-594, 2018 | 43 | 2018 |
Behavior of reinforced concrete shear wall buildings subjected to large earthquakes D Ugalde, D Lopez-Garcia Procedia Engineering 199, 3582-3587, 2017 | 41 | 2017 |
An efficient computational procedure for the dynamic analysis of liquid storage tanks RO Ruiz, D Lopez-Garcia, AA Taflanidis Engineering structures 85, 206-218, 2015 | 40 | 2015 |
Life-cycle based design of mass dampers for the Chilean region and its application for the evaluation of the effectiveness of tuned liquid dampers with floating roof R Ruiz, AA Taflanidis, D Lopez-Garcia, CR Vetter Bulletin of Earthquake Engineering 14, 943-970, 2016 | 36 | 2016 |
The influence of gravity column continuity on the seismic performance of special steel moment frame structures F Flores, F Charney, D Lopez-Garcia Journal of Constructional Steel Research 118, 217-230, 2016 | 36 | 2016 |