Laplace- and Frequency-Domain Methods on Computing Transient Responses of Oscillators with Hysteretic Dampings to Deterministic Loading

Author:

Cao Qianying1,James Hu Sau-Lon2ORCID,Li Huajun3

Affiliation:

1. Research Fellow, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, PR China.

2. Professor, Dept. of Ocean Engineering, Univ. of Rhode Island, Narragansett, RI 02882-1197 (corresponding author). ORCID: .

3. Professor, Shandong Provincial Key Laboratory of Ocean Engineering, Ocean Univ. of China, Qingdao 266100, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference21 articles.

1. Free and transient responses of linear complex stiffness system by Hilbert transform and convolution integral

2. Transient response of vibration systems with viscous-hysteretic mixed damping using Hilbert transform and effective eigenvalues;Bae S. H.;Smart Struct. Syst.,2017

3. Transient response analysis of systems with different damping models

4. An integral–differential equation approach for the free vibration of a SDOF system with hysteretic damping

5. Craig, R., and A. Kurdila. 2006. Fundamentals of structural dynamics. Hoboken, NJ: Wiley.

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