Effects of near-field earthquakes, connection types, and SSI on seismic performance of SMRF

Author:

Bakhshpoori T.,Nezhad A.R. Nazari

Publisher

Elsevier BV

Reference54 articles.

1. ASCE7, Supplement 3 for Standard 7–16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures, in Minimum Design Loads and Associated Criteria for Buildings and Other Structures. 2016. p. S1-S5.

2. Eurocode, Eurocode 8: Design of structures for earthquake resistance-part 1: general rules, seismic actions and rules for buildings. Brussels: European Committee for Standardization, 8.

3. Alavi, B., H. Krawinkler, Effects of near-fault ground motions on frame structures. 2001: John A. Blume Earthquake Engineering Center Stanford.

4. Characterization of forward-directivity ground motions in the near-fault region;Bray;Soil Dyn Earthq Eng,2004

5. HAJ, N.L., M. Tehranizadeh, Evaluation of seismic behavior for moment frames and eccentrically braced frames due to near-field ground motions. 2013.

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