Abstract
Juan F. Vallejo, Luis F. Caballero-Castro, Letícia Fleck Fadel Miguel, Orlando Arroyo, Jesús D. Villalba-Morales
Abstract
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Seismic performance of R/C plane frames irregular in elevation
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Nonlinear behaviour of RC frames under repeated strong ground motions
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Seismic behavior of irregular reinforced-concrete structures under multiple earthquake excitations
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Investigation of the effect of real ground motion record number on seismic response of regular and vertically irregular RC frames
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Vertical geometric irregularity effect on performance-based seismic design for moderate rise RC moment resisting frame buildings
10.1007/s13369-021-06376-y · 2022
Seismic response of irregular RC buildings designed for gravity and seismic loads
10.1007/s10518-024-01971-4 · 2024
Seismic vulnerability of reinforced concrete frame structures: obtaining plan or vertical mass irregularity from structure use change
10.1061/jsendh.steng-12440 · 2024
Effect of vertical structural irregularity on seismic design of tall buildings
10.1002/tal.1399 · 2017
Seismic performance of RC frame-shear wall structures with vertical setback
10.1016/j.istruc.2021.07.018 · 2021
Quantification of vertical irregularities for earthquake resistant reinforced concrete buildings
10.3390/buildings12081160 · 2022
Seismic safety of vertically irregular buildings: performance of existing indicators
10.1061/(asce)ae.1943-5568.0000319 · 2018
Seismic design aspects of vertically irregular reinforced concrete buildings
10.1193/1.1595650 · 2003
New seismic vulnerability index for vertically irregular buildings
2018
Nonlinear seismic analysis of R.C. Framed buildings with setbacks retrofitted by damped braces
10.1016/j.engstruct.2016.07.055 · 2016
Seismic performance investigation of building structures equipped with MTMDs considering soil-structure interaction
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Tuned mass damper system of high-rise intake towers optimized by improved harmony search algorithm
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Optimization and application of multiple tuned mass dampers in the vibration control of pedestrian bridges
10.12989/sem.2017.62.1.055 · 2017
Influence of ground motion intensity on the effectiveness of tuned mass dampers
10.1002/(sici)1096-9845(199911)28:11<1255::aid-eqe865>3.0.co;2-c · 1999
Effectiveness of tuned mass dampers against ground motion pulses
10.1061/(asce)st.1943-541x.0000629 · 2013
Performance degradation of tuned-mass-dampers arising from ignoring soil-structure interaction effects
10.1016/j.soildyn.2019.05.040 · 2019
Nonlinear seismic fragility assessment of tall buildings equipped with tuned mass damper (TMD) and considering soil-structure interaction effects
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Impact of soil-structure interaction on the effectiveness of tuned mass dampers
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Evaluation and analytical approximation of tuned mass damper performance in an earthquake environment
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A novel approach to the optimum design of MTMDs under seismic excitations
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Estimation of optimum tuned mass damper parameters via machine learning
2019
Effectiveness of tune mass damper in the reduction of the seismic response of the structure
10.1007/s10518-012-9341-3 · 2012
Experimental and analytical study on the performance of particle tuned mass dampers under seismic excitation
10.1002/eqe.2826 · 2017
Dynamic response and optimal design of structures with large mass ratio TMD
10.1002/eqe.1117 · 2012
Control effect of large tuned mass damper used for seismic retrofitting of existing high-rise building
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Effectiveness of tuned mass damper in reducing damage caused by strong earthquake in a medium-rise building
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Seismic retrofitting of academic buildings using roof isolation as a tuned mass damper
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Advanced seismic retrofitting with high-mass-ratio tuned mass dampers
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Optimum placement and design of multiple tuned mass dampers for vibration control of asymmetric buildings
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Seismic multi-objective stochastic parameters optimization of multiple tuned mass damper system for a large podium twin towers structure
10.1016/j.soildyn.2023.108428 · 2024
Seismic fragility assessment of reinforced concrete wall buildings in Colombia: insights and implications for earthquake-resistant design
10.1177/87552930241297564 · 2025
Unresolved referenced work
Kept as external metadata until matched
Reliability-based simultaneous optimization of quantities, positions, and parameters of inerter-based vibration absorbers to minimize the probability of building failure during earthquakes via the CIOA
2025
Optimization of inerter-based dynamic vibration absorbers for vibration control in buildings subjected to seismic excitations
2025
Control method based on energy absorption rate of semi-active controlled tuned mass damper adaptable to a structure’s period fluctuation
10.1002/2475-8876.70030 · doi-reference
Seismic response control of tall building using semi-active tuned mass damper considering soil-structure interaction
10.1016/j.soildyn.2024.108987 · doi-reference
Probabilistic seismic vulnerability assessment of buildings in terms of economic losses
10.1016/j.engstruct.2017.02.013 · doi-reference
Application of tuned mass dampers for structural vibration control: a state-of-the-art review
10.28991/cej-2020-03091571 · doi-reference
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control
10.1016/j.engstruct.2023.116744 · doi-reference
Seismic performance improvement of base-isolated structures using a semi-active tuned mass damper
10.1016/j.engstruct.2022.114963 · doi-reference
Joint optimization approach to building vibration control via multiple active tuned mass dampers
10.1016/j.mechatronics.2013.01.012 · doi-reference
Effect of frequency dependence of large mass ratio viscoelastic tuned mass damper on seismic performance of structures
10.1016/j.soildyn.2019.105998 · doi-reference
Modal response characteristics of a multiple-degree-of-freedom structure incorporated with tuned viscous mass dampers
10.3130/jaabe.11.375 · doi-reference
Application of pre-stressed SMA-based tuned mass damper to a timber floor system
10.1016/j.engstruct.2018.04.011 · doi-reference
Generalization of the den hartog model and rule-of-thumb formulas for optimal tuned mass dampers
10.1016/j.jsv.2022.117213 · doi-reference
Analysis of different placement strategies of multi-tuned mass dampers placed in building height
10.1007/s13369-022-07440-x · doi-reference
Pendulum tuned mass damper: optimization and performance assessment in structures with elastoplastic behavior
10.1016/j.heliyon.2021.e07221 · doi-reference
Damping effects of linear and nonlinear tuned mass dampers on nonlinear hinged-hinged beam
10.1016/j.jsv.2018.05.033 · doi-reference
Seismic risk assessment for the residential buildings of the major three cities in Colombia: Bogotá, medellín, and Cali
10.1177/8755293020942537 · doi-reference
Efficient analytical fragility function fitting using dynamic structural analysis
10.1193/021113eqs025m · doi-reference
Pushover-ML: a machine learning approach to predict a trilinear approximation of pushover curves for low-rise reinforced concrete frame buildings
10.1016/j.softx.2025.102122 · doi-reference
Seismic assessment of non-engineered incrementally constructed unreinforced masonry infilled RC frames considering material variability
10.1016/j.ijdrr.2025.105703 · doi-reference
Evaluating the response modification factor (r) for reinforced concrete and steel structures equipped with tadas devices designed for high seismic hazard in Colombia
10.1016/j.istruc.2024.106748 · doi-reference
Seismic loss assessment of medium-rise reinforced concrete frames in Colombia equipped with tadas dampers
10.1016/j.istruc.2025.108732 · doi-reference
opseestools: a Python library to streamline openseespy workflows
10.1016/j.softx.2024.101832 · doi-reference
Ground-motion model for subduction earthquakes in Northern South America
10.1177/87552930211027585 · doi-reference
Conditional scenario spectra (CSS) for hazard-consistent analysis of engineering systems
10.1193/102116eqs176m · doi-reference
Localization issues in force-based frame elements
10.1061/(asce)0733-9445(2001)127:11(1257) · doi-reference
Modeling for postyield buckling of reinforcement
10.1061/(asce)0733-9445(2002)128:9(1139) · doi-reference
Theoretical stress-strain model for confined concrete
10.1061/(asce)0733-9445(1988)114:8(1804) · doi-reference
Behavior of concrete under compressive loadings
10.1061/jsdeag.0002424 · doi-reference
Fibre beam–column model for non-linear analysis of r/c frames: Part I. formulation
10.1002/(sici)1096-9845(199607)25:7<711::aid-eqe576>3.0.co;2-9 · doi-reference
OpenSeespy: Python library for the opensees finite element framework
10.1016/j.softx.2017.10.009 · doi-reference
Mass ratio factor for optimum tuned mass damper strategies
10.1016/j.ijmecsci.2013.03.014 · doi-reference
Discussion of paper: estimating optimum parameters of tuned mass dampers using harmony search
10.1016/j.engstruct.2013.03.042 · doi-reference
Vibration control in buildings under seismic excitation using optimized tuned mass dampers
10.3221/igf-esis.54.05 · doi-reference
Optimum design of single and multiple tuned mass dampers for vibration control in buildings under seismic excitation
10.1142/s021945542250078x · doi-reference
A new methodology for optimal design of hybrid vibration control systems (MR + TMD) for buildings under seismic excitation
10.1155/2023/8159716 · doi-reference
Reliability-based optimum design of multiple tuned mass dampers for minimization of the probability of failure of buildings under earthquakes
10.1016/j.istruc.2022.06.015 · doi-reference