Structural health monitoring (SHM) techniques have been studied for several years. An effective approach for SHM is to choose the parameters that are sensitive to the damage occurring in the structure but not sensitive to operational or environmental damages. This paper deals with a comparative study among the different vibration-based damage detection methods: fundamental modal examination, local diagnostic method, non-probabilistic methodology and the time series method. All these strategies contemplate different parameters of a structure to recognize damage. Out of the study made, time series analysis proves to more successfully in damage identification than the rest of the methods.

Vibration-based damage detection techniques used for health monitoring of structures: a review

Research and practice on progressive collapse and robustness of building structures in the 21st century

Performance-based seismic design of self-centering steel frames with SMA-based braces

Review on the new development of vibration-based damage identification for civil engineering structures: 2010-2019

Influence of the concrete DIF model on the numerical predictions of RC wall responses to blast loadings

Real-time hybrid simulation (RTHS) is an emerging high-efficiency and low-cost structural test method. Stability analysis is a very important part of RTHS to ensure the stability of the exp...

Stability Prediction for Real-Time Hybrid Simulation with Different Physical and Numerical Substructure Discretization Using Asynchronous Multirate Simulation

The empirical formulas of dynamic amplification factor (DAF) specified in current bridge codes only consider the span or fundamental frequency of reinforced concrete (RC) girders in highway. Althou...

Experimental Study on Dynamic Amplification Factor of Simple-Supported Reinforced Concrete Beams Under Impact Loading Generated by an Impulse Hammer

Shear‐displacement diagram of steel plate shear walls with precompression from adjacent frame columns

Experimental investigation into the close-in blast performance of RC columns with axial loading

The self-centering brace (SCB) is a high-capacity structural component for lateral force resistance and recentering. This paper focuses on modeling the magnetorheological self-centering bra...

Zhong-Xian Li

Papers

Stability Prediction for Real-Time Hybrid Simulation with Different Physical and Numerical Substructure Discretization Using Asynchronous Multirate Simulation

Experimental Study on Dynamic Amplification Factor of Simple-Supported Reinforced Concrete Beams Under Impact Loading Generated by an Impulse Hammer

Shear‐displacement diagram of steel plate shear walls with precompression from adjacent frame columns

Experimental investigation into the close-in blast performance of RC columns with axial loading

Modeling of Magnetorheological Self-Centering Brace