The present works intends to represent a further step in the knowledge of timber log-houses through an experimental approach, from which only few information is available. The main part of the experimental work is based on in-plane static tests conducted on timber log walls with distinct transversal stiffness, two vertical compression levels and two values of slenderness. Monotonic and cyclic tests were performed according to EN 12512:2001. The formers were performed to define the elastic slip values and assessment of the failure mechanisms while the lasts allowed evaluating impairment of strength, to measure the ductility and to quantify the energy dissipation. In a first step research, an extensive characterization of the timber log...
The paper investigates the structural response and vulnerability of timber log-haus walls under in-p...
The reconstruction of Lisbon Downtown after the 1755 earthquake was based on a novel constructive sy...
The work documented in this thesis constitutes the second year of the three-year MIDPLY™ project. T...
The present works intends to represent a further step in the knowledge of timber loghouses through ...
The present works intends to represent a further step in the knowledge of timber log-houses through ...
The current work presents a full scale shaking table test conducted on a twostoreyed timber log hou...
Log-house is an ancient construction technology based on the superposition of linear timber logs, co...
Graduation date: 2003In recent years, log structures have been marketed as an alternative\ud to conv...
The current paper deals with the analysis of the results yielded by a series of tests performed to e...
This paper investigates the non-linear modelling of the cyclic behaviour of Blockhaus timber log-wal...
In this study, the lateral resistances of mass timber shear walls were investigated for seismic desi...
This document presents a part of the wide research carried out on modern timber buildings by the tim...
This paper presents the findings of an experimental campaign that was conducted to investigate the ...
Blockhaus structural systems are commonly obtained by assembling multiple timber logs, by stacking t...
The paper investigates the structural response and vulnerability of timber log-haus wall under in-pl...
The paper investigates the structural response and vulnerability of timber log-haus walls under in-p...
The reconstruction of Lisbon Downtown after the 1755 earthquake was based on a novel constructive sy...
The work documented in this thesis constitutes the second year of the three-year MIDPLY™ project. T...
The present works intends to represent a further step in the knowledge of timber loghouses through ...
The present works intends to represent a further step in the knowledge of timber log-houses through ...
The current work presents a full scale shaking table test conducted on a twostoreyed timber log hou...
Log-house is an ancient construction technology based on the superposition of linear timber logs, co...
Graduation date: 2003In recent years, log structures have been marketed as an alternative\ud to conv...
The current paper deals with the analysis of the results yielded by a series of tests performed to e...
This paper investigates the non-linear modelling of the cyclic behaviour of Blockhaus timber log-wal...
In this study, the lateral resistances of mass timber shear walls were investigated for seismic desi...
This document presents a part of the wide research carried out on modern timber buildings by the tim...
This paper presents the findings of an experimental campaign that was conducted to investigate the ...
Blockhaus structural systems are commonly obtained by assembling multiple timber logs, by stacking t...
The paper investigates the structural response and vulnerability of timber log-haus wall under in-pl...
The paper investigates the structural response and vulnerability of timber log-haus walls under in-p...
The reconstruction of Lisbon Downtown after the 1755 earthquake was based on a novel constructive sy...
The work documented in this thesis constitutes the second year of the three-year MIDPLY™ project. T...