Chin-Hsiung Loh
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- Damage Detection of Hysteretic Structures with a Pinching Effect. In: Journal of Engineering Mechanics (ASCE), v. 140, n. 3 (März 2014). (2014):
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- Application of Centralized and Decentralized Control to Building Structure: Analytical Study. In: Journal of Engineering Mechanics (ASCE), v. 134, n. 11 (November 2008). (2008):
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- Determination of first mode ground period and site-dependent design response spectrum for Taiwan High Speed Rail. In: Soil Dynamics and Earthquake Engineering, v. 24, n. 7 (September 2004). (2004):
- Application of horizontal-to-vertical (H/V) Fourier spectral ratio for analysis of site effect on rock (NEHRP-class B) sites in Taiwan. In: Soil Dynamics and Earthquake Engineering, v. 27, n. 4 (April 2007). (2007):
- Characteristics of strong ground motion during the 1999 Chi-Chi earthquake (Taiwan) and large aftershocks: comparison with the previously established models. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 9-12 (Oktober 2002). (2002):
- Effect of near-fault earthquake on bridges: lessons learned from Chi-Chi earthquake. In: Earthquake Engineering and Engineering Vibration, v. 1, n. 1 (Juni 2002). (2002):
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- Combination of decentralized sliding mode control and online wavelet analysis for control of equipment with isolation system. In: Structural Control and Health Monitoring, v. 26, n. 5 (April 2019). (2019):
- Densely distributed and real-time scour hole monitoring using piezoelectric rod sensors. In: Advances in Structural Engineering, v. 22, n. 16 (6 November 2019). (2019):
- Development of Bridge Seismic Monitoring Program in Taiwan. Vorgetragen bei: IABSE Conference: Cable-Supported Bridges - Challenging Technical Limits, Seoul, South Korea, 12-14 June 2001. (2001):
- Damage detection accommodating nonlinear environmental effects by nonlinear principal component analysis. In: Structural Control and Health Monitoring, v. 17, n. 3 (April 2010). (2010):
- Displacement control of isolated structures with semi-active control devices. In: Journal of Structural Control, v. 10, n. 2 ( 2003). (2003):
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Design of dampers for structures based on optimal control theory. In: Earthquake Engineering and Structural Dynamics, v. 29, n. 9 (September 2000).
https://doi.org/10.1002/1096-9845(200009)29:9<1307::aid-eqe972>3.0.co;2-d
(2000): - Application of subspace identification technique to long-term seismic response monitoring of structures. In: Earthquake Engineering and Structural Dynamics, v. 44, n. 3 (März 2015). (2015):
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- Application of singular spectrum analysis to identify the degrading structure using deteriorating distributed element model. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 5 (25 April 2013). (2013):
- Collapse of a nonductile concrete frame: Shaking table tests. In: Earthquake Engineering and Structural Dynamics, v. 38, n. 2 (Februar 2009). (2009):
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- Damage Identification of Bolt Connections in a Steel Frame. In: Journal of Structural Engineering (ASCE), v. 140, n. 3 (März 2014). (2014):
- Decentralized sliding mode control of a building using MR dampers. In: Smart Materials and Structures, v. 17, n. 5 (Oktober 2008). (2008):
- Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions. In: Engineering Structures, v. 26, n. 14 (Dezember 2004). (2004):
- Application of singular spectrum analysis to structural monitoring and damage diagnosis of bridges. In: Structure and Infrastructure Engineering, v. 10, n. 6 (März 2014). (2014):
- Earthquake responses of RC moment frames subjected to near-fault ground motions. In: The Structural Design of Tall Buildings, v. 10, n. 3 ( 2001). (2001):