Results 61 to 70 of about 149,695 (117)

Timber-steel-hybrid beams for multi-storey buildings

open access: yes, 2012
For modern multi-storey buildings timber-steel-hybrid elements present a very efficient construction method. The combination of these two materials leads to economic and ecologic benefits as the construction height can be optimized, the earthquake ...
Winter, Wolfgang   +3 more
core   +1 more source

The conceptual design changes triggered by timber boards [PDF]

open access: yes, 2011
After the introduction of timber boards as diaphragms in light-frame construction opened the way to modern timber construction, three major design changes would follow: the elements become multifunctional, they can work structurally in two directions ...
Costa Santos, Sandra; id_orcid   +1 more
core  

Serviceability and ultimate performance of long span timber floor modules [PDF]

open access: yes, 2012
The advent of engineered wood products (EVVP’s) such as LVL and glulam as well as a new generation of adhesives has provided the means to fabricate large section, long spanning structural members with similar structural properties to that of steel or ...
Zabihi, Z S   +8 more
core  

ROBUSTNESS ANALYSIS OF INNOVATIVE CONNECTIONS FOR POST-AND-BEAM MASS TIMBER BUILDINGS

open access: yes
The design of structural robustness and the prevention of disproportionate collapses in mass timber buildings are becoming relevant considerations due to the increasing height of these buildings.
Di Paolo A.   +5 more
core   +1 more source

A parametric study of the static and dynamic performance of timber arch footbridges with different hanger configurations

open access: yes, 2022
The influence of the hanger configuration in the arch and deck bending moments under asymmetric loads is widely used nowadays for improved designs of arch bridges. In this work, by means of a parametric study, those hanger configurations that most efficiently increase both the natural frequencies and buckling factors are identified, simultaneously ...
openaire   +1 more source

Serviceability assessment of the 270 m timber footbridge over Guadalhorce river

open access: yesInformes de la Construccion
This paper presents the methodology used for the dynamic identification and the vibration serviceability assessment of the 270 m pedestrian footbridge in the Desembocadura del Guadalhorce Natural Park, Málaga, Spain. Designed by Media Madera Ingenieros Consultores S.L., the structure comprises 215 tonnes of glulam timber and almost 15 tonnes of ...
Magdaleno González, Álvaro   +5 more
openaire   +1 more source

Vibration response of long cable-stayed timber footbridge – case study [Elektronisk resurs]

open access: yes, 2013
Timber footbridges with a span larger than 30 meters are sensitive to vibrations and dynamic factors must therefore be taken into considerations in the design.
Jansson, Hanna,   +3 more
core  

Home - About - Disclaimer - Privacy