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Regional and Site-Specific Ground Motion Model for Probabilistic Seismic Hazard Analysis in Taiwan: A Case Study of I-Lan.
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- Journal of Earthquake & Tsunami, 2024, v. 18, n. 4, p. 1, doi. 10.1142/S179343112450009X
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- Article
Earthquake simulator testing of a three‐story steel building for evaluating built‐up box column performance and effect of sliding slab.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 9, p. 2637, doi. 10.1002/eqe.4130
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- Article
Long‐term building safety assessment from a series of earthquake excitations.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 4, p. 1593, doi. 10.1002/eqe.4084
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- Article
Site‐specific response spectra developed by considering near‐fault motion with finite‐fault simulation in Taiwan.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 2, p. 968, doi. 10.1002/eqe.4055
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- Article
Estimation of story drift directly from acceleration records for post‐earthquake safety evaluations of buildings.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 11, p. 3064, doi. 10.1002/eqe.3500
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- Article
A review of spectral analysis for low-frequency transient vibrations.
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- Journal of Low Frequency Noise, Vibration & Active Control, 2021, v. 40, n. 2, p. 656, doi. 10.1177/1461348420942008
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Discussion of user‐defined parameters for recursive subspace identification: Application to seismic response of building structures.
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- Earthquake Engineering & Structural Dynamics, 2020, v. 49, n. 15, p. 1738, doi. 10.1002/eqe.3327
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Combination of decentralized sliding mode control and online wavelet analysis for control of equipment with isolation system.
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- Structural Control & Health Monitoring, 2019, v. 26, n. 5, p. N.PAG, doi. 10.1002/stc.2339
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- Article
Extracting ground motion characteristics of distant earthquakes for mitigating displacement-sensitive equipment.
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- Journal of Low Frequency Noise, Vibration & Active Control, 2018, v. 37, n. 4, p. 859, doi. 10.1177/1461348418781984
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Two‐stage damage detection algorithms of structure using modal parameters identified from recursive subspace identification.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 3, p. 573, doi. 10.1002/eqe.2980
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- Article
Tracking modal parameters from building seismic response data using recursive subspace identification algorithm.
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- Earthquake Engineering & Structural Dynamics, 2017, v. 46, n. 13, p. 2163, doi. 10.1002/eqe.2900
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- Article
Vibration-based system identification of wind turbine system.
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- Structural Control & Health Monitoring, 2017, v. 24, n. 3, p. n/a, doi. 10.1002/stc.1876
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- Article
Vibration-based damage assessment of steel structure using global and local response measurements.
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- Earthquake Engineering & Structural Dynamics, 2016, v. 45, n. 5, p. 699, doi. 10.1002/eqe.2680
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- Article
A finite-element based damage detection technique for nonlinear reinforced concrete structures.
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- Structural Control & Health Monitoring, 2015, v. 22, n. 10, p. 1223, doi. 10.1002/stc.1736
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- Article
Application of subspace identification technique to long-term seismic response monitoring of structures.
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- Earthquake Engineering & Structural Dynamics, 2015, v. 44, n. 3, p. 385, doi. 10.1002/eqe.2475
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- Article
Damage Detection of Hysteretic Structures with a Pinching Effect.
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- Journal of Engineering Mechanics, 2014, v. 140, n. 3, p. 462, doi. 10.1061/(ASCE)EM.1943-7889.0000581
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- Article
Seismic performance of raised floor system by shake-table excitations.
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- Structural Design of Tall & Special Buildings, 2013, v. 22, n. 10, p. 770, doi. 10.1002/tal.725
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A frequency response function change method for damage localization and quantification in a shear building under ground excitation.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 5, p. 653, doi. 10.1002/eqe.2235
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Application of singular spectrum analysis to identify the degrading structure using deteriorating distributed element model.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 5, p. 743, doi. 10.1002/eqe.2242
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- Article
Stochastic subspace identification for output-only modal analysis: application to super high-rise tower under abnormal loading condition.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 4, p. 477, doi. 10.1002/eqe.2223
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- Article
Monitoring of long-term static deformation data of Fei-Tsui arch dam using artificial neural network-based approaches.
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- Structural Control & Health Monitoring, 2013, v. 20, n. 3, p. 282, doi. 10.1002/stc.492
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- Article
System identification of mid-story isolation building using both ambient and earthquake response data.
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- Structural Control & Health Monitoring, 2013, v. 20, n. 2, p. 19, doi. 10.1002/stc.479
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- Article
Feature extraction and system identification of reinforced concrete structures considering degrading hysteresis.
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- Structural Control & Health Monitoring, 2010, v. 17, n. 7, p. 712, doi. 10.1002/stc.405
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Damage detection accommodating nonlinear environmental effects by nonlinear principal component analysis.
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- Structural Control & Health Monitoring, 2010, v. 17, n. 3, p. 338, doi. 10.1002/stc.320
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- Article
Experimental performance evaluation of an equipment isolation using MR dampers.
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- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 3, p. 285, doi. 10.1002/eqe.844
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- Article
Input force identification: Application to soil-pile interaction.
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- Structural Control & Health Monitoring, 2009, v. 16, n. 2, p. 223, doi. 10.1002/stc.308
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- Article
Collapse of a nonductile concrete frame: Shaking table tests.
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- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 2, p. 205, doi. 10.1002/eqe.853
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- Article
Inelastic response analysis of reinforced concrete structures using modified force analogy method.
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- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 12, p. 1659, doi. 10.1002/eqe.710
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Experimental verification of a wireless sensing and control system for structural control using MR dampers.
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- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 10, p. 1303, doi. 10.1002/eqe.682
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- Article
Vibration control assessment of ASCE benchmark model of cable-stayed bridge.
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- Structural Control & Health Monitoring, 2006, v. 13, n. 4, p. 825, doi. 10.1002/stc.62
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- Article
Evaluation of Seismic Demands in a Continuous Bridge.
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- International Journal of Structural Stability & Dynamics, 2001, v. 1, n. 2, p. 235, doi. 10.1142/S0219455401000135
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Nonlinear Identification of Dynamic Systems Using Neural Networks.
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- Computer-Aided Civil & Infrastructure Engineering, 2001, v. 16, n. 1, p. 28, doi. 10.1111/0885-9507.00211
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Design of dampers for structures based on optimal control theory.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 9, p. 1307, doi. 10.1002/1096-9845(200009)29:9<1307::AID-EQE972>3.0.CO;2-D
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- Article
Ground motion characteristics of the Chi-Chi earthquake of 21 September 1999.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 6, p. 867, doi. 10.1002/(SICI)1096-9845(200006)29:6<867::AID-EQE943>3.0.CO;2-E
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- Article
Empirical model for estimating Fourier amplitude spectra of ground acceleration in Taiwan region.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 3, p. 339, doi. 10.1002/(SICI)1096-9845(200003)29:3<339::AID-EQE908>3.0.CO;2-R
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Experimental verification of building control using active bracing system.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 10, p. 1099, doi. 10.1002/(SICI)1096-9845(199910)28:10<1099::AID-EQE857>3.0.CO;2-#
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SEISMIC MONITORING OF A BRIDGE: ASSESSING DYNAMIC CHARACTERISTICS FROM BOTH WEAK AND STRONG GROUND EXCITATIONS.
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- Earthquake Engineering & Structural Dynamics, 1997, v. 26, n. 2, p. 269, doi. 10.1002/(SICI)1096-9845(199702)26:2<269::AID-EQE644>3.0.CO;2-H
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A system identification approach to the detection of changes in both linear and non-linear structural parameters.
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- Earthquake Engineering & Structural Dynamics, 1995, v. 24, n. 1, p. 85, doi. 10.1002/eqe.4290240107
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- Article
Uniform-hazard response spectra-An alternative approach.
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- Earthquake Engineering & Structural Dynamics, 1994, v. 23, n. 4, p. 433, doi. 10.1002/eqe.4290230406
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A three-stage identification approach for hysteretic systems.
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- Earthquake Engineering & Structural Dynamics, 1993, v. 22, n. 2, p. 129, doi. 10.1002/eqe.4290220204
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- Article