Seismic Vibration Control of Moment-Resistant Concrete Frames Using Nonlinear Viscous Dampers

Author:

Mohemmi Morteza,Mohammadi Dehcheshmeh Esmaeil,Broujerdian VahidORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference30 articles.

1. Adachi F et al (2013) ‘Nonlinear optimal oil damper design in seismically controlled multi-story building frame. Soil Dyn Earthq Eng 44:1–13

2. ASCE/SEI 41–17 (American Society of Civil Engineers). 2017. seismic evaluation and retrofit of existing buildings’, ASCE/SEI 41–17 standard. reston, Virginia : American society of civil engineers

3. ASCE/SEI 7–16 (American Society of Civil Engineers). 2016. ‘Minimum design loads and associated criteria for buildings and other structures’, ASCE/SEI 7–16 standard. reston, Virginia : American society of civil engineers

4. Attard TL (2007) ‘Controlling all interstory displacements in highly nonlinear steel buildings using optimal viscous damping.’ J Struct Eng 133(9):1331–1340

5. Baker JW (2007) ‘quantitative classification of near-fault ground motions using wavelet analysis’, bulletin of the seismological society of America. Seismol Soc Am 97(5):1486–1501

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1. Rayleigh Damping vs. Modal Damping Matrix Superposition for Steel Frames and Evaluation of Higher-Mode Contribution;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-09-13

2. A Small-Amplitude Control Method of the Nonlinear Energy Sink Vibration Absorption System;Shock and Vibration;2022-12-06

3. Numerical Analysis of Regular Reinforced Concrete Frames under Near-Fault Ground Motions;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2022-11-02

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