Issues Regarding the Appropriateness of Using Precast Reinforced Concrete Frame Structures Compared to Monolithic Reinforced Concrete Frame Structures, in Office Buildings and Residential Buildings

.blurhash-client-img { display: none !important; }

Open Access

|Jul 2022

References

SR EN 1991-1-1, Eurocod 1: Acțiuni asupra structurilor. Partea 1-1: Acțiuni generale – Greutăți specific, greutăți proprii, încărcări utile pentru clădiri (2004).
Search in Google Scholar Back to article
CR 1-1-4, Cod de proiectare: evaluarea acțiunii vântului asupra construcțiilor (2012).
Search in Google Scholar Back to article
CR 1-1-3, Cod de proiectare: evaluarea acțiunii zăpezii asupra construcțiilor (2012).
Search in Google Scholar Back to article
P100-1, Cod de proiectare seismică, partea I: prevederi de proiectare pentru clădiri (2013)
Search in Google Scholar Back to article
Englekirk, R.E., Seismic design of reinforced and precast concrete buildings. John Wiley & Sons, 2003.
Search in Google Scholar Back to article
fib Bulletin 78, Precast-concrete buildings in seismic areas. Fédération internationale du béton (fib), Lausanne, Switzerland (2016)
Search in Google Scholar Back to article

DOI: https://doi.org/10.2478/bipca-2021-0023 | Journal eISSN: 2068-4762 | Journal ISSN: 1224-3884

Language: English

Page range: 35 - 50

Submitted on: Apr 22, 2021

Accepted on: Jul 26, 2021

Published on: Jul 18, 2022

Published by: Gheorghe Asachi Technical University of Iasi

In partnership with: Paradigm Publishing Services

Publication frequency: 4 issues per year

Keywords:

Related subjects:

© 2022 Hauşi Sorin Bogdan, published by Gheorghe Asachi Technical University of Iasi
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.