J. Conte

Reliability-based seismic retrofitting design methodology for non-ductile reinforced concrete frame structures
20252 citationsauthor #4
LSTM - NARX as Emulator for Finite Element Models of Nonlinear Structural Dynamic Systems: From Time-Series In- put Vectors to Time-Series Output Vectors
20250 citationsauthor #3
Continuum soil‐structure‐interaction model of the LHPOST6 shaking table reaction mass at UC San Diego
20243 citationsauthor #3
System Identification of the Upgraded LHPOST6 Reaction Mass at the University of California San Diego
20241 citationsauthor #3
Seismic-Response Assessment of Multiblock Tower Structures for Energy Storage: 1/25 Scale
20241 citationsauthor #3
Seismic mitigation of a benchmark twenty-story steel structure based on intermodal targeted energy transfer (IMTET)
202314 citationsauthor #5
Framework for Risk-Targeted Performance-Based Seismic Design of Ordinary Standard Bridges
20234 citationsauthor #4
The modeling of risk perception in the use of structural health monitoring information for optimal maintenance decisions
20230 citationsauthor #4
A Framework to Assess the Seismic Performance of Multiblock Tower Structures as Gravity Energy Storage Systems
20234 citationsauthor #3
Predicting the seismic behavior of multiblock tower structures using the level set discrete element method
20238 citationsauthor #4
Bayesian updating and identifiability assessment of nonlinear finite element models
202252 citationsauthor #4
Simplified Risk-Targeted Performance-Based Seismic Design Method for Ordinary Standard Bridges
20225 citationsauthor #4
The modeling of risk perception in the use of structural health monitoring information for optimal maintenance decisions
202230 citationsauthor #4
Comprehensive treatment of uncertainties in risk‐targeted performance‐based seismic design and assessment of bridges
202210 citationsauthor #2
Accounting for model form uncertainty in Bayesian calibration of linear dynamic systems
202217 citationsauthor #2
Statistical analysis of the modal properties of a seismically-damaged five-story RC building identified using ambient vibration data
202215 citationsauthor #3
Bayesian calibration of multi-level model with unobservable distributed response and application to miter gates
202215 citationsauthor #5
Bayesian model updating with finite element vs surrogate models: Application to a miter gate structural system
202246 citationsauthor #3
NHERI@UC San Diego 6-DOF Large High-Performance Outdoor Shake Table Facility
202125 citationsauthor #2
Implications of Buckingham’s Pi Theorem to the Study of Similitude in Discrete Structures: Introduction of the RFN, μN, and SN Dimensionless Numbers and the Concept of Structural Speed
20217 citationsauthor #5
Seismic response analysis and modal identification of a full-scale five-story base-isolated building tested on the NEES@UCSD shake table
202122 citationsauthor #2
Updated probabilistic seismic performance assessment framework for ordinary standard bridges in California
202121 citationsauthor #4
Comprehensive mechanics‐based virtual model of NHERI@UCSD shake table—Uniaxial configuration and bare table condition
202110 citationsauthor #2
Editorial: Natural Hazards Engineering Research Infrastructure (NHERI): Mitigating the Impact of Natural Hazards on Civil Infrastructure and Communities
20213 citationsauthor #2
Implications of Buckingham’s Pi Theorem to the study of similitude in discrete structures: Introduction of the RN
20211 citationsauthor #5
Implications of Buckingham’s Pi Theorem to the Study of Similitude in Discrete Structures: Introduction of the {\curr R}(VARIABLE ERROR-unrecognised syntax)_{\curr F}, {\bi \mu} (VARIABLE ERROR-unrecognised syntax), and SN Dimensionless Numbers and the Concept of Structural Speed
20210 citationsauthor #3
SP-339-05: Performance-Based Seismic Design in Reinforced Concrete Tall Buildings in Indonesia
20200 citationsauthor #4
Material Model Parameters for the Giuffrè-Menegotto-Pinto Uniaxial Steel Stress-Strain Model
202068 citationsauthor #3
Bayesian Nonlinear Finite Element Model Updating of a Full-Scale Bridge-Column Using Sequential Monte Carlo
202013 citationsauthor #3
Efficient Bayesian Inference of Miter Gates Using High-Fidelity Models
20204 citationsauthor #3
In-situ Ambient Vibration Study of a 900-kw Wind Turbine
20192 citationsauthor #4
Preface: Advances in OpenSees Applications to Civil Engineering
20191 citationsauthor #1
Finite Element Model Updating Accounting for Modeling Uncertainty
20191 citationsauthor #3
A dual adaptive filtering approach for nonlinear finite element model updating accounting for modeling uncertainty
201987 citationsauthor #3
Non-unique Estimates in Material Parameter Identification of Nonlinear FE Models Governed by Multiaxial Material Models Using Unscented Kalman Filtering
20197 citationsauthor #4
TOWARDS A SIMPLIFIED AND RIGOROUS PERFORMANCE-BASED SEISMIC DESIGN OF ORDINARY STANDARD BRIDGES IN CALIFORNIA
20190 citationsauthor #4
Performance comparison of Kalman−based filters for nonlinear structural finite element model updating
201954 citationsauthor #3
Information-Theoretic Approach for Identifiability Assessment of Nonlinear Structural Finite-Element Models
201917 citationsauthor #3
Probabilistic Evaluation of Seismic Isolation Effects for a California High-Speed Rail Prototype Bridge
20197 citationsauthor #2
Probabilistic performance‐based optimum design of seismic isolation for a California high‐speed rail prototype bridge
201833 citationsauthor #2
Bayesian optimal estimation for output‐only nonlinear system and damage identification of civil structures
201898 citationsauthor #3
Pretest Nonlinear Finite-Element Modeling and Response Simulation of a Full-Scale 5-Story Reinforced Concrete Building Tested on the NEES-UCSD Shake Table
201812 citationsauthor #3
Predominant period and equivalent viscous damping ratio identification for a full‐scale building shake table test
201717 citationsauthor #4
Nonlinear FE model updating and reconstruction of the response of an instrumented seismic isolated bridge to the 2010 Maule Chile earthquake
201726 citationsauthor #3
Nonlinear finite element model updating for damage identification of civil structures using batch Bayesian estimation
2017132 citationsauthor #3
Finite element response sensitivity analysis in earthquake engineering
201711 citationsauthor #1
NEESR-CR: Full-Scale Structural and Nonstructural Building System Performance during Earthquake (NEES-2009-0722)
20170 citationsauthor #2
Batch and Recursive Bayesian Estimation Methods for Nonlinear Structural System Identification
20179 citationsauthor #3
Nonlinear FE model updating of seismic isolated bridge instrumented during the 2010 Mw 8.8 Maule-Chile Earthquake
20174 citationsauthor #3
Nonlinear finite element modeling and response analysis of the collapsed Alto Rio building in the 2010 Chile Maule earthquake
201731 citationsauthor #3
Shake table testing of an elevator system in a full‐scale five‐story building
201723 citationsauthor #4
Bayesian nonlinear structural FE model and seismic input identification for damage assessment of civil structures
201799 citationsauthor #4
A Nonlinear Model Inversion Method for Joint System Parameter, Noise, and Input Identification of Civil Structures
20173 citationsauthor #3
Statistical Performance Assessment of an NDE-Based SHM-DP Methodology for the Remaining Fatigue Life Prediction of Monitored Structural Components and Systems
201611 citationsauthor #2
Landmark Data Set from the Building Nonstructural Components and Systems (BNCS) Project
201623 citationsauthor #5
Influence of time‐varying frequency content in earthquake ground motions on seismic response of linear elastic systems
201639 citationsauthor #2
INVESTIGATION OF SEISMIC ISOLATION FOR CALIFORNIA HIGH- SPEED RAIL PROTOTYPE BRIDGE IN THE CONTEXT OF PROBABILISTIC PERFORMANCE-BASED OPTIMUM SEISMIC DESIGN
20160 citationsauthor #3
System identification of a full‐scale five‐story reinforced concrete building tested on the NEES‐UCSD shake table
201654 citationsauthor #3
Full-Scale Structural and Nonstructural Building System Performance during Earthquakes: Part I – Specimen Description, Test Protocol, and Structural Response
2016109 citationsauthor #7
Full-Scale Structural and Nonstructural Building System Performance during Earthquakes: Part II – NCS Damage States
201682 citationsauthor #7
Effects of seismic isolation on the seismic response of a California high‐speed rail prototype bridge with soil‐structure and track‐structure interactions
201639 citationsauthor #2
Frequency Domain Statistical Damage Identification Development and Analytical Study
20160 citationsauthor #4
Detailed Nonlinear FE Pushover Analysis of Alto Rio Building
20168 citationsauthor #2
Frequency Domain Statistical Damage Identification Applied to an Experimental Composite Plate
20162 citationsauthor #4
Influence of the construction process and nonstructural components on the modal properties of a five‐story building
201630 citationsauthor #3
DETAILED NONLINEAR MODELING, PUSHOVER AND TIME HISTORY ANALYSIS OF ALTO RIO BUILDING USING BEAM-TRUSS MODEL
20161 citationsauthor #2
Output-only identification of civil structures using nonlinear finite element model updating
20153 citationsauthor #3
Nonlinear Structural Finite Element Model Updating Using Stochastic Filtering
20154 citationsauthor #3
Time-Variant Reliability Analysis of Linear Elastic Systems Subjected to Fully Nonstationary Stochastic Excitations
201522 citationsauthor #2
Nonlinear Structural Finite Element Model Updating Using Batch Bayesian Estimation
20156 citationsauthor #3
Extended Kalman filter for material parameter estimation in nonlinear structural finite element models using direct differentiation method
2015114 citationsauthor #3
Material parameter estimation in distributed plasticity FE models using the unscented Kalman filter
20150 citationsauthor #3
Probabilistic performance-based optimum seismic design with application to the California High-speed Rail prototype bridge
20150 citationsauthor #2
Experimental Evaluation of the Seismic Response of a Rooftop-Mounted Cooling Tower
201516 citationsauthor #6
Developing an integrated structural health monitoring and damage prognosis (SHM-DP) framework for predicting the fatigue life of adhesively-bonded composite joints
20157 citationsauthor #3
Bayesian Methods for Nonlinear System Identification of Civil Structures
20159 citationsauthor #1
Dynamic characteristics and seismic behavior of prefabricated steel stairs in a full‐scale five‐story building shake table test program
201518 citationsauthor #5
Stochastic filtering for damage identification through nonlinear structural finite element model updating
20150 citationsauthor #3
Material Parameter Identification in Distributed Plasticity FE Models of Frame-Type Structures Using Nonlinear Stochastic Filtering
2015116 citationsauthor #3
Nonlinear structural finite element model updating and uncertainty quantification
20152 citationsauthor #3
Statistical analysis of the identified modal properties of a 5-story RC seismically damaged building specimen
20146 citationsauthor #3
A recursive Bayesian approach for fatigue damage prognosis: An experimental validation at the reliability component level
201441 citationsauthor #3
Bayesian updating in the evaluation and strengthening of existing tall buildings
20141 citationsauthor #3
Probabilistic Nonlinear Response Analysis of Steel-Concrete Composite Beams
201414 citationsauthor #3
Ensemble scenario analysis for the statistical performance evaluation of an NDE-based damage prognosis methodology
20142 citationsauthor #2
Analytical estimates of time-variant failure probability for linear elastic systems subjected to fully non-stationary stochastic earthquake excitation
20140 citationsauthor #2
Performance‐based evaluation and strengthening of tall buildings in the Los Angeles region by using Bayesian structural reliability
201410 citationsauthor #2
Uncertainty analysis of system identification results obtained for a seven‐story building slice tested on the UCSD‐NEES shake table
201452 citationsauthor #3
Modeling, Simulation, and Optimization of California High-Speed Rail Bridge Under Earthquakes
20132 citationsauthor #2
Overview of the Building Nonstructural Components and Systems (BNCS) Project
201320 citationsauthor #3
Probabilistic seismic response analysis of a 3-D reinforced concrete building
201357 citationsauthor #3
Shake Table Testing of a Full-Scale Five-Story Building: Pre-test Simulation of the Test Building and Development of an NCS Design Criteria
201310 citationsauthor #4
Remaining Fatigue Life Predictions Considering Load and Model Parameters Uncertainty
20134 citationsauthor #2
Evolution of Dynamic Properties of a 5-Story RC Building During Construction
20136 citationsauthor #3
Pre-Test Nonlinear FE Modeling and Simulation of a Full-Scale Five-Story Reinforced Concrete Building
20132 citationsauthor #3
Finite-Element Model Updating for Assessment of Progressive Damage in a 3-Story Infilled RC Frame
201379 citationsauthor #4
Modal Identification of a 5-Story RC Building Tested on the NEES-UCSD Shake Table
20136 citationsauthor #3
Uncertainty quantification in the damage assessment of a seven-story RC building slice through Bayesian FE model updating
20130 citationsauthor #3
Shake table testing of a full-scale five-story building: system identification of the five-story test structure
20138 citationsauthor #2
UNCERTAINTY QUANTIFICATION IN THE ASSESSMENT OF 1 PROGRESSIVE DAMAGE IN A SEVEN-STORY FULL-SCALE 2 BUILDING SLICE 1 3
20132 citationsauthor #3

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