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