State of the art and practice of seismic-resistant hybrid timber structures

P Quintana Gallo, DM Carradine, R Bazaez - European Journal of Wood …, 2021 - Springer
Interest in using timber for construction of multi-storey structures in seismic regions has been
gaining significant momentum worldwide in recent years. As it is not common to use timber …

Experimental seismic response of a resilient 3-storey post-tensioned timber framed building with dissipative braces

A Di Cesare, FC Ponzo, N Lamarucciola… - Bulletin of Earthquake …, 2020 - Springer
With the increased number of multi-storey buildings in seismic areas, research efforts have
been focused on developing earthquake resilient systems, such as low-damage techniques …

Post-tensioned glulam beam-column joints with advanced damping systems: Testing and numerical analysis

T Smith, FC Ponzo, A Di Cesare… - Journal of Earthquake …, 2014 - Taylor & Francis
This article describes tests investigating a feasible source of passive damping for post-
tensioned glue-laminated (glulam) timber structures. This innovative structural system …

Cyclic behavior and modeling of a dissipative connector for cross-laminated timber panel buildings

M Latour, G Rizzano - Journal of Earthquake Engineering, 2015 - Taylor & Francis
This article aims to propose an innovative type of angle to be used in substitution of the hold-
down in cross-laminated timber (CLT) panel buildings. The new connection, called XL-stub …

Shaking table testing of post-tensioned timber frame building with passive energy dissipation systems

A Di Cesare, FC Ponzo, D Nigro, S Pampanin… - Bulletin of Earthquake …, 2017 - Springer
A recently developed technology for the construction of multi-storey timber buildings called
Pres-Lam uses long lengths of prefabricated laminated timber connected together using pre …

Seismic performance of RC beam–column joints retrofitted with steel dissipation jackets

G Santarsiero, A Masi - Engineering Structures, 2015 - Elsevier
This article presents an experimental campaign on full scale RC beam–column joints
subjected to cyclic loading. A joint specimen, belonging to a 4-storey RC framed building …

Seismic behavior of cross-laminated timber panel buildings equipped with traditional and innovative connectors

M Latour, G Rizzano - Archives of Civil and Mechanical Engineering, 2017 - Springer
The aim of this paper is to analyze the possibility to improve the seismic performance of
cross-laminated timber (CLT) panel buildings introducing in the structure dissipative …

Displacement based design of post-tensioned timber framed buildings with dissipative rocking mechanism

A Di Cesare, FC Ponzo, S Pampanin, T Smith… - Soil Dynamics and …, 2019 - Elsevier
This paper presents a seismic displacement-based design method for post-tensioned timber
(Pres-Lam) framed buildings equipped with passive energy dissipation systems. In …

[PDF][PDF] Shake table tests on a non-seismically detailed RC frame structure

A Sharma, GR Reddy, KK Vaze - Structural Engineering and Mechanics, 2012 - Citeseer
A reinforced concrete (RC) framed structure detailed according to non-seismic detailing
provisions as per Indian Standard was tested on shake table under dynamic loads. The …

[PDF][PDF] Shake table tests of under-designed RC frames for the seismic retrofit of buildings–design and similitude requirements of the benchmark specimen

P Quintana-Gallo, S Pampanin, AJ Carr… - Proceedings of the New …, 2010 - nzsee.org.nz
In the past years, extensive experimental work on innovative feasible retrofit solutions has
been carried out at the University of Canterbury, as part of the FRST Project 'Seismic Retrofit …