Towards a seismic design method for plane steel frames using equivalent modal damping ratios-Reference-Cited by-同舟云学术

Towards a seismic design method for plane steel frames using equivalent modal damping ratios

Published:2010-10 Issue:10 Volume:30 Page:1106-1118
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Papagiannopoulos George A.,Beskos Dimitri E.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference56 articles.

1. Nassar, AA, Krawinkler, H. Seismic demands of SDOF and MDOF structures. John A. Blume Earthquake Engineering Centre Report no. 95, Department of Civil and Environmental Engineering, Stanford University, 1991

2. Refined force reduction factors for seismic design;Borzi;Engineering Structures,2000

3. Behavior factor for performance-based seismic design of plane steel moment resisting frames;Karavasilis;Journal of Earthquake Engineering,2007

4. Steady forced vibration as influenced by damping;Jacobsen;Transactions of the ASME,1930

5. Equivalent linearization techniques;Caughey;Journal of the Acoustical Society of America,1963

Cited by 27 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. The multi-degree-of-freedom response spectrum in earthquake engineering;Soil Dynamics and Earthquake Engineering;2024-04

2. Input energy spectrum damping modification factors;EARTHQ STRUCT;2024

3. Seismic design of plane steel MRFS, EBFS and BRBFS by improved direct displacement-based design method;Soil Dynamics and Earthquake Engineering;2022-02

4. State-of-the-art review: Reduction factor of traditional steel moment resisting, braced or eccentrically braced systems;Structures;2022-01

5. Seismic Design of Steel Frames by Improved Direct Displacement-Based Design Method;Lecture Notes in Civil Engineering;2022