Found: 27
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Torsionally Seismic Behavior of Triple Concave Friction Pendulum Bearing.
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- Advances in Structural Engineering, 2015, v. 18, n. 12, p. 2151, doi. 10.1260/1369-4332.18.12.2151
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- Article
Application of Bayesian statistical method in sensitivity-based seismic damage identification of structures: Numerical and experimental validation.
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- Structural Health Monitoring, 2018, v. 17, n. 5, p. 1255, doi. 10.1177/1475921718783360
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- Article
Ensemble classification method for structural damage assessment under varying temperature.
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- Structural Health Monitoring, 2018, v. 17, n. 4, p. 747, doi. 10.1177/1475921717717311
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- Article
Acceleration amplification due to rotational components of near-fault earthquakes in triple concave friction pendulum base-isolated structures.
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- Canadian Journal of Civil Engineering, 2018, v. 45, n. 4, p. 314, doi. 10.1139/cjce-2016-0354
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- Article
Response of multistory friction pendulum base-isolated buildings including the vertical component of earthquakes.
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- Canadian Journal of Civil Engineering, 2011, v. 38, n. 10, p. 1045, doi. 10.1139/l11-064
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- Article
Transfer function‐based Bayesian damage detection under seismic excitation.
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- Structural Design of Tall & Special Buildings, 2019, v. 28, n. 12, p. N.PAG, doi. 10.1002/tal.1619
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- Article
Experimental validation of a deep neural network—Sparse representation classification ensemble method.
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- Structural Design of Tall & Special Buildings, 2018, v. 27, n. 15, p. 1, doi. 10.1002/tal.1504
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- Article
Evaluation of ground motion scaling methods in soil-structure interaction analysis.
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- Structural Design of Tall & Special Buildings, 2014, v. 23, n. 1, p. 54, doi. 10.1002/tal.1021
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A new control algorithm to protect nonlinear base-isolated structures against earthquakes.
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- Structural Design of Tall & Special Buildings, 2013, v. 22, n. 18, p. 1376, doi. 10.1002/tal.1012
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- Article
Effect of two horizontal components of earthquake on nonlinear response of torsionally coupled base isolated structures.
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- Structural Design of Tall & Special Buildings, 2011, v. 20, n. 8, p. 986, doi. 10.1002/tal.571
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- Article
Efficiency of active systems in controlling base-isolated buildings subjected to near-fault earthquakes.
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- Structural Design of Tall & Special Buildings, 2011, v. 20, n. 8, p. 1019, doi. 10.1002/tal.572
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- Article
Deflection modification factors of multistory buildings considering soil-structure interaction.
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- Earthquake Engineering & Engineering Vibration, 2015, v. 14, n. 3, p. 561, doi. 10.1007/s11803-015-0045-y
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- Article
Extended consecutive modal pushover procedure for estimating seismic responses of one-way asymmetric plan tall buildings considering soil-structure interaction.
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- Earthquake Engineering & Engineering Vibration, 2014, v. 13, n. 3, p. 487, doi. 10.1007/s11803-014-0257-6
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- Article
Modified consecutive modal pushover procedure for seismic investigation of one-way asymmetric-plan tall buildings.
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- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 2, p. 221, doi. 10.1007/s11803-012-0112-6
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- Article
Mechanics‐based model updating for identification and virtual sensing of an offshore wind turbine using sparse measurements.
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- Structural Control & Health Monitoring, 2021, v. 28, n. 2, p. 1, doi. 10.1002/stc.2647
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- Article
A frequency response-based structural damage identification using model updating method.
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- Structural Control & Health Monitoring, 2016, v. 23, n. 2, p. 286, doi. 10.1002/stc.1768
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- Article
Seismic Response of Elevated Liquid Storage Tanks Using Double Concave Friction Pendulum Bearings with Tri-Linear Behavior.
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- Advances in Structural Engineering, 2013, v. 16, n. 2, p. 315, doi. 10.1260/1369-4332.16.2.315
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- Article
Evaluation of Proposed Lateral Load Pattern for Estimating Seismic Demands on RC-Tall Buildings with Shear Walls in Pushover Analysis.
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- Advances in Structural Engineering, 2011, v. 14, n. 6, p. 1017, doi. 10.1260/1369-4332.14.6.1017
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- Article
A probabilistic model for the evaluation of strong column-weak beam provision for flexible-base buildings subjected to pulse-like ground motions.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 2, p. 997, doi. 10.1007/s10518-021-01262-2
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- Article
Effects of nonlinear soil-structure interaction on the seismic response of structure-TMD systems subjected to near-field earthquakes.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 1, p. 199, doi. 10.1007/s10518-016-9963-y
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Effects of inertial soil-structure interaction on inelastic displacement ratios of SDOF oscillators subjected to pulse-like ground motions.
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- Bulletin of Earthquake Engineering, 2015, v. 13, n. 6, p. 1809, doi. 10.1007/s10518-014-9693-y
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- Article
A New Damage Index for Isolated Structures.
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- International Journal of Structural Stability & Dynamics, 2019, v. 19, n. 6, p. N.PAG, doi. 10.1142/S021945541950055X
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Structural Damage Identification Based on Strain Frequency Response Functions.
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- International Journal of Structural Stability & Dynamics, 2018, v. 18, n. 12, p. N.PAG, doi. 10.1142/S0219455418501596
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Structural Damage Detection Using FRF Data, 2D-PCA, Artificial Neural Networks and Imperialist Competitive Algorithm Simultaneously.
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- International Journal of Structural Stability & Dynamics, 2017, v. 17, n. 7, p. -1, doi. 10.1142/S0219455417500730
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- Article
Collapse capacity of soil-structure systems under pulse-like earthquakes.
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- Earthquake Engineering & Structural Dynamics, 2015, v. 44, n. 3, p. 481, doi. 10.1002/eqe.2501
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Response of nonlinear soil-MDOF structure systems subjected to distinct frequency-content components of near-fault ground motions.
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- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 5, p. 701, doi. 10.1002/eqe.2367
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- Article
Effects of pulse period of near-field ground motions on the seismic demands of soil-MDOF structure systems using mathematical pulse models.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 11, p. 1565, doi. 10.1002/eqe.2287
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- Article