TY - BOOK
T1 - fib Bulletin Nº 78
T2 - Precast-concrete buildings in seismic areas
AU - Tsoukantas, Spyros
AU - Toniolo, Giandomenico
AU - Pampanin, Stefano
AU - Ghosh, S. K.
AU - Sennour, Larbi
AU - D’Arcy, Thomas
AU - Sthaladipti, Saha
AU - Menegotto, Marco
AU - Özden, Şevket
AU - Lúcio, Válter
AU - Chastre, Carlos
AU - Dritsos, Stefanos
AU - Psycharis, Ioannis
AU - Topintzis, Tryfon
AU - Kremmyda, Georgia
AU - Fernández-Ordóñez, David
AU - de Chefdebien, André
AU - Hughes, Simon
AU - Rajala, Lasse
PY - 2014
Y1 - 2014
N2 - This document has a broad scope and is not focussed on design issues. Precast construction under seismic conditions is treated as a whole. The main principles of seismic design of different structural systems, their behavior and their construction techniques are presented through rules, construction steps and sequences, procedures, and details that should lead to precast structures built in seismic areas complying with the fundamental performance requirements of collapse prevention and life safety in major earthquakes and limited damage in more frequent earthquakes. The content of this document is largely limited to conventional precast construction and, although some information is provided on the well-known “PRESSS technology” (jointed ductile dry connections), this latter solution is not treated in detail in this document. The general overview, contained in this document, of alternative structural systems and connection solutions available to achieve desired performance levels, intends to provide engineers, architects, clients, and end-users (in general) with a better appreciation of the wide range of applications that modern precast concrete technology can have in various types of construction from industrial to commercial as well as residential. Lastly, the emphasis on practical aspects, from conceptual design to connection detailing, aims to help engineers to move away from the habit of blindly following prescriptive codes in their design, but instead go back to basic principles, in order to achieve a more robust understanding, and thus control, of the seismic behaviour of the structural system as a whole, as well as of its components and individual connections.
AB - This document has a broad scope and is not focussed on design issues. Precast construction under seismic conditions is treated as a whole. The main principles of seismic design of different structural systems, their behavior and their construction techniques are presented through rules, construction steps and sequences, procedures, and details that should lead to precast structures built in seismic areas complying with the fundamental performance requirements of collapse prevention and life safety in major earthquakes and limited damage in more frequent earthquakes. The content of this document is largely limited to conventional precast construction and, although some information is provided on the well-known “PRESSS technology” (jointed ductile dry connections), this latter solution is not treated in detail in this document. The general overview, contained in this document, of alternative structural systems and connection solutions available to achieve desired performance levels, intends to provide engineers, architects, clients, and end-users (in general) with a better appreciation of the wide range of applications that modern precast concrete technology can have in various types of construction from industrial to commercial as well as residential. Lastly, the emphasis on practical aspects, from conceptual design to connection detailing, aims to help engineers to move away from the habit of blindly following prescriptive codes in their design, but instead go back to basic principles, in order to achieve a more robust understanding, and thus control, of the seismic behaviour of the structural system as a whole, as well as of its components and individual connections.
M3 - Book
SN - 978-2-88394-118-2
BT - fib Bulletin Nº 78
PB - International Federation for Structural Concrete (fib)
CY - Lausanne
ER -