TY - GEN
T1 - Inertial force-limiting anchorage system for seismic resistant building structures
AU - Fleischman, Robert
AU - Restrepo, Jose
AU - Nema, Arpit
AU - Zhang, Dichuan
AU - Shakya, Ulina
AU - Zhang, Zhi
AU - Sause, Richard
AU - Tsampras, Georgios
AU - Monti, Giorgio
PY - 2015
Y1 - 2015
N2 - An innovative floor anchorage system is under development for seismic-resistant buildings. The anchorage possesses a predefined "cut-off" load to limit inertial forces, transforming seismic demands into relative displacement of the floor system with respect to the primary vertical elements, and dissipating seismic energy in the building system. Elastic restoring, stabilizing, and re-centering elements complete the inertial force-limiting anchorage system (IFAS). The system has the potential to limit diaphragm forces, thereby lowering floor accelerations and reducing seismic demands on the lateral force resisting system, resulting in less damage to the structure, non-structural elements and building contents. The IFAS concept is being developed in a multi-university research project including meetings with design consultants for prototype development, computational simulation to optimize design parameters, full-scale component testing to determine prototype characteristics, and a half-scale shake table test to demonstrate the concept. This paper summarizes these efforts to date.
AB - An innovative floor anchorage system is under development for seismic-resistant buildings. The anchorage possesses a predefined "cut-off" load to limit inertial forces, transforming seismic demands into relative displacement of the floor system with respect to the primary vertical elements, and dissipating seismic energy in the building system. Elastic restoring, stabilizing, and re-centering elements complete the inertial force-limiting anchorage system (IFAS). The system has the potential to limit diaphragm forces, thereby lowering floor accelerations and reducing seismic demands on the lateral force resisting system, resulting in less damage to the structure, non-structural elements and building contents. The IFAS concept is being developed in a multi-university research project including meetings with design consultants for prototype development, computational simulation to optimize design parameters, full-scale component testing to determine prototype characteristics, and a half-scale shake table test to demonstrate the concept. This paper summarizes these efforts to date.
UR - http://www.scopus.com/inward/record.url?scp=84929248605&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84929248605&partnerID=8YFLogxK
U2 - 10.1061/9780784479117.111
DO - 10.1061/9780784479117.111
M3 - Conference contribution
AN - SCOPUS:84929248605
T3 - Structures Congress 2015 - Proceedings of the 2015 Structures Congress
SP - 1302
EP - 1313
BT - Structures Congress 2015 - Proceedings of the 2015 Structures Congress
A2 - Ingraffea, Nathan
A2 - Libby, Mark
PB - American Society of Civil Engineers (ASCE)
T2 - Structures Congress 2015
Y2 - 23 April 2015 through 25 April 2015
ER -