Pulse‐period – moment‐magnitude relations derived with wavelet analysis and their relevance to estimate structural deformations-Reference-Cited by-同舟云学术

Pulse‐period – moment‐magnitude relations derived with wavelet analysis and their relevance to estimate structural deformations

Published:2022-03-16 Issue:7 Volume:51 Page:1636-1656
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthq Engng Struct Dyn

Author:

Efthymiou Eleftheria¹^ORCID,Makris Nicos²³^ORCID

Affiliation:

1. Kinsley School of Engineering York College of Pennsylvania 441 Country Club Rd York Pennsylvania 17403 USA

2. Lyle School of Engineering Southern Methodist University Dallas Texas USA

3. Office of Theoretical and Applied Mechanics Academy of Athens Athens Greece

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3631

Reference62 articles.

1. Uniform Building Code (UBC‐97) “Structural Engineering Design Provisions ” International Conference of Building Officials Whittier 1997.

2. FEMA (1997) NEHRP Guidelines for the Seismic Rehabilitation of Buildings. Report No. 273 Federal Emergency Management Agency Washington DC.

3. International Code Council. (2000). International building code. Falls Church Va.: International Code Council

4. Building Seismic Safety Council (BSSC). (2000). The 2000 NEHRP recommended provisions for new buildings and other structures Part I (Provisions) and Part II (Commentary). FEMA 368/369.

5. American Society of Civil Engineers. (2017 June). Minimum design loads and associated criteria for buildings and other structures. American Society of Civil Engineers.

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