- Extensive Field Validations and Corresponding Numerical Investigations for a Cable Tension Estimation Method Based on Local Vibration Measurements. Dans: Structural Control and Health Monitoring, v. 2023 (février 2023). (2023):
- A Real-Time Monitoring System for Cable Tension with Vibration Signals Based on an Automated Algorithm to Sieve Out Reliable Modal Frequencies. Dans: Structural Control and Health Monitoring, v. 2023 (février 2023). (2023):
- Necessity investigation of tie-down devices for single-pylon cable-stayed bridges to resist near-fault earthquakes with finite element models updated by vibration measurements. Dans: Structure and Infrastructure Engineering. :
- Finite element model of a cable-stayed bridge updated with vibration measurements and its application to investigate the variation of modal frequencies in monitoring. Dans: Structure and Infrastructure Engineering, v. 20, n. 5 (janvier 2024). (2024):
- A convenient cable tension estimation method simply based on local vibration measurements to fit partial mode shapes. Dans: Engineering Structures, v. 272 (décembre 2022). (2022):
- Scour evaluation for foundation of a cable-stayed bridge based on ambient vibration measurements of superstructure. Dans: NDT & E International, v. 66 (septembre 2014). (2014):
- Mode identifiability of a cable-stayed bridge under different excitation conditions assessed with an improved algorithm based on stochastic subspace identification. Dans: Smart Structures and Systems, v. 17, n. 3 (mars 2016). (2016):
- Damage detection of a cable-stayed bridge based on the variation of stay cable forces eliminating environmental temperature effects. Dans: Smart Structures and Systems, v. 17, n. 6 (juin 2016). (2016):
- Determination of stay cable force based on effective vibration length accurately estimated from multiple measurements. Dans: Smart Structures and Systems, v. 11, n. 4 (avril 2013). (2013):
- Elimination of environmental temperature effect from the variation of stay cable force based on simple temperature measurements. Dans: Smart Structures and Systems, v. 19, n. 2 (février 2017). (2017):
- Simplified Soil-Structure Interaction Analysis Using Efficient Lumped-Parameter Models for Soil. Dans: Soils and Foundations, v. 42, n. 6 (décembre 2002). (2002):
- A Rapidly Convergent Empirical Mode Decomposition Method for Analyzing the Environmental Temperature Effects on Stay Cable Force. Dans: Computer-Aided Civil and Infrastructure Engineering, v. 33, n. 8 (juillet 2018). (2018):
- Equivalent fixed-base models for soil-structure interaction systems. Dans: Soil Dynamics and Earthquake Engineering, v. 16, n. 5 (janvier 1997). (1997):
- Modal parameter identification for closely spaced modes of civil structures based on an upgraded stochastic subspace methodology. Dans: Structure and Infrastructure Engineering, v. 15, n. 2 (janvier 2019). (2019):
- Investigation of modal damping ratios for stay cables based on stochastic subspace identification with ambient vibration measurements. Dans: Advances in Structural Engineering, v. 22, n. 16 (6 novembre 2019). (2019):
- Application of stochastic subspace identification for stay cables with an alternative stabilization diagram and hierarchical sifting process. Dans: Structural Control and Health Monitoring, v. 23, n. 9 (septembre 2016). (2016):
- A Multiple Random Decrement Method for Modal Parameter Identification of Stay Cables Based on Ambient Vibration Signals. Dans: Advances in Structural Engineering, v. 15, n. 6 (juin 2012). (2012):
- Modal Frequency Identification of Stay Cables with Ambient Vibration Measurements Based on Nontarget Image Processing Techniques. Dans: Advances in Structural Engineering, v. 15, n. 6 (juin 2012). (2012):
- Systematic assessment of irregular building-soil interaction using efficient modal analysis. Dans: Earthquake Engineering and Structural Dynamics, v. 30, n. 4 (avril 2001). (2001):
- Structural control considering soil–structure interaction effects. Dans: Earthquake Engineering and Structural Dynamics, v. 23, n. 6 (juin 1994). (1994):
- Systematic lumped-parameter models for foundations based on polynomial-fraction approximation. Dans: Earthquake Engineering and Structural Dynamics, v. 31, n. 7 (juillet 2002). (2002):
- Efficient modal analysis for structures with soil-structure interaction. Dans: Earthquake Engineering and Structural Dynamics, v. 24, n. 2 (février 1995). (1995):
-
Effective Optimal Structural Control Of Soil-structure Interaction Systems. Dans: Earthquake Engineering and Structural Dynamics, v. 26, n. 5 (mai 1997).
https://doi.org/10.1002/(sici)1096-9845(199705)26:5<549::aid-eqe662>3.0.co;2-2
(1997): - Nested lumped-parameter models for foundation vibrations. Dans: Earthquake Engineering and Structural Dynamics, v. 33, n. 9 (25 juillet 2004). (2004):
- Comparison of SSI effects on externally and internally controlled systems. Dans: Smart Materials and Structures, v. 4 (mars 1995). (1995):
- Diagnosis of instant and long-term damages in cable-stayed bridges based on the variation of cable forces. Dans: Structure and Infrastructure Engineering, v. 14, n. 5 (novembre 2018). (2018):
- Assessment of environmental and nondestructive earthquake effects on modal parameters of an office building based on long-term vibration measurements. Dans: Smart Materials and Structures, v. 26, n. 5 (mai 2017). (2017):
- A novel tension estimation approach for elastic cables by elimination of complex boundary condition effects employing mode shape functions. Dans: Engineering Structures, v. 166 (juillet 2018). (2018):
- H∞ energy control and its stability analysis for civil engineering structures. Dans: Structural Control and Health Monitoring, v. 11, n. 3 (juillet 2004). (2004):