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Time history seismic analysis

Time History Seismic Analysis, Fig. 1 Mean response spectra of the records for the class of (a) artificial accelerograms and (b) natural records dotted lines represent the p + o and p — o response spectra)... [Pg.3753]

Time History Seismic Analysis, Fig. 6 Definition of the incident angle a... [Pg.3763]

In the case of design or assessment purposes, the seismic capacity of the structural system should be computed for different seismic hazard levels by means of linear or ncmlinear time history seismic analyses using a number of properly selected ground motions. The selection of the ground motions plays an important role in the efficiency and accuracy of the design or assessment procedure. In this entry, we provide an overview of the time history seismic analysis applied for design and assessment purposes. [Pg.3766]

Structural Design Codes of Australia and New Zealand Seismic Actions Time History Seismic Analysis... [Pg.3965]

See other pages where Time history seismic analysis is mentioned: [Pg.93]    [Pg.164]    [Pg.200]    [Pg.235]    [Pg.403]    [Pg.943]    [Pg.1000]    [Pg.1037]    [Pg.1171]    [Pg.1236]    [Pg.1504]    [Pg.1808]    [Pg.1808]    [Pg.1815]    [Pg.1985]    [Pg.2238]    [Pg.2403]    [Pg.2411]    [Pg.2539]    [Pg.2644]    [Pg.2691]    [Pg.3219]    [Pg.3246]    [Pg.3389]    [Pg.3642]    [Pg.3751]    [Pg.3752]    [Pg.3752]    [Pg.3753]    [Pg.3755]    [Pg.3756]    [Pg.3757]    [Pg.3758]    [Pg.3759]    [Pg.3760]    [Pg.3761]    [Pg.3762]    [Pg.3763]    [Pg.3764]    [Pg.3765]    [Pg.3766]    [Pg.3892]    [Pg.3958]   


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Seismic

Seismic History

Time histories

Time-history analysis

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