4noStructures under seismic excitation undergo different inter-story drift levels that can be associated to damage of both structural and non-structural elements, and thus to the expected losses. The Modal-Displacement Based Design (DBD) procedure, in this regard, has been developed to fix major issues of Force Based Design (FBD) approaches, thus to design multi-story buildings in which the inter-story drift can allow one to control damage mechanisms. In this paper, the conventional Modal-DBD methodology is applied to multi-story timber buildings constructed using the Blockhaus technology. Given their intrinsic geometrical and mechanical features (i.e., stacking of logs, door/window openings, gaps and friction mechanisms, etc.), dedicated m...
The paper numerically investigates the structural response of log-house (or log-haus, Blockhaus, etc...
Recently, an innovative hybrid structure has been developed as an alternative lateral-load resisting...
The seismic behaviour of multi-storey heavy-frame timber building superstructures braced by Cross-La...
3noUnder earthquake excitations, buildings undergo different levels of drift that can be associated ...
The research is aimed at developing seismic methods for the design and evaluation of the seismic vul...
The paper investigates the structural response and vulnerability of Blockhaus buildings under seismi...
Based on numerical studies performed by the authors, the paper presents to Force-Based (FBD) and Dis...
Currently there is a worldwide renaissance in timber building design. At the University of Canterbur...
Timber buildings have a good reputation when subjected to seismic events. Experience from North Amer...
This paper presents a seismic displacement-based design method for post-tensioned timber (Pres-Lam) ...
open6noChanges to building codes that enable use of materials such as cross-laminated timber (CLT) i...
The paper investigates the seismic response of Blockhaus shear walls under in-plane lateral loads. A...
Changes to building codes that enable use of materials such as cross-laminated timber (CLT) in mid- ...
The research activity is focused on the study of both the linear and nonlinear behaviour of light ti...
Blockhaus systems represent a traditional construction technology in which structural resistance is ...
The paper numerically investigates the structural response of log-house (or log-haus, Blockhaus, etc...
Recently, an innovative hybrid structure has been developed as an alternative lateral-load resisting...
The seismic behaviour of multi-storey heavy-frame timber building superstructures braced by Cross-La...
3noUnder earthquake excitations, buildings undergo different levels of drift that can be associated ...
The research is aimed at developing seismic methods for the design and evaluation of the seismic vul...
The paper investigates the structural response and vulnerability of Blockhaus buildings under seismi...
Based on numerical studies performed by the authors, the paper presents to Force-Based (FBD) and Dis...
Currently there is a worldwide renaissance in timber building design. At the University of Canterbur...
Timber buildings have a good reputation when subjected to seismic events. Experience from North Amer...
This paper presents a seismic displacement-based design method for post-tensioned timber (Pres-Lam) ...
open6noChanges to building codes that enable use of materials such as cross-laminated timber (CLT) i...
The paper investigates the seismic response of Blockhaus shear walls under in-plane lateral loads. A...
Changes to building codes that enable use of materials such as cross-laminated timber (CLT) in mid- ...
The research activity is focused on the study of both the linear and nonlinear behaviour of light ti...
Blockhaus systems represent a traditional construction technology in which structural resistance is ...
The paper numerically investigates the structural response of log-house (or log-haus, Blockhaus, etc...
Recently, an innovative hybrid structure has been developed as an alternative lateral-load resisting...
The seismic behaviour of multi-storey heavy-frame timber building superstructures braced by Cross-La...