Dependency of the Accidental Torsion Building Response on Both Live-to-Dead Load Ratio and Material Stiffness Variation

Author:

De-la-Colina JaimeORCID,Valdés-González JesúsORCID,González-Pérez Carlos AlbertoORCID

Publisher

Springer Science and Business Media LLC

Reference25 articles.

1. NTCDS (2023) Normas técnicas complementarias para diseño por sismo con comentarios (in Spanish). Gaceta oficial de la Ciudad de México, Ciudad de México (Junio), MEX

2. ASCE (2016) Minimum design loads for buildings and other structures, American Society of Civil Engineers ASCE/SEI 7–16, Reston, VA

3. De-la-Colina J, Benitez B, Ruiz S (2011) Accidental eccentricity of story shear for low-rise office buildings. J Struct Eng ASCE 137(4):513–520. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000302

4. Anagnostopoulos SA, Kyrkos MT, Papalymperi A, Plevri E (2015) Should accidental eccentricity be eliminated from Eurocode 8. Earthq Struct 8(2):463–484. https://doi.org/10.12989/eas.2015.8.2.463

5. BSI (2004) Eurocode 8: design of structures for earthquake resistance. British Standards Institution, London

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