Experiments were conducted to analyze the lateral design value (Z) for double shear wood connections using multiple nails with steel side plates of seven different Indonesian tropical wood species under uniaxial compression loading. Results showed variations in average wood moisture content (MC) for nail connections, the lowest in Kempas to the highest in Bornean Super wood. Whereas for average specific gravity (SG), density (ρ), allowable load compressive stress parallel to grain (Ftk//) and tensile stress parallel to grain (Ftr//), the lowest was in Meranti merah and highest in Bangkirai wood. Values for Ftk//, Ftr// and Z tent to be proportional to the wood's SG or ρ. Ftr// values were 1.5 to 2 times higher than Ftk//. Pattern or paralle...
The application of nail connection for part of the structural construction in Indonesia is still bec...
The rise of digital fabrication has increased the use of wood-wood connections inspired by tradition...
This paper deals with the load-carrying capacity calculation of laterally loaded metal dowel type co...
Experiments were conducted to analyze the lateral design value (Z) for double shear wood connections...
Connection is the weakest point of the structural building system. Structural construction building ...
On a strong, stiff, and stable wood construction for structural purposes, wood connection on several...
The purposes of this research are to know the influence of woods specific gravity and nail diameter...
The use of wood as a construction material is still the primary choice for most Indonesian people. F...
Abstract. The group action factor was observed in this experimental study. The 18 mm thickness of pl...
Joint is one of the most important components of a structure. The strength of a structure cannot be ...
With increasing environmental concerns, the building sector must rethink the selection of building m...
Based on Johansen yield theory (European yield model) and experimental observations, mechanical mode...
An integrated programme of experimental and analytical work was carried out to evaluate the nonlinea...
Timber structures require adequate connections between components. Connection design is based on the...
The performances of nailed timber shear walls subjected to in-plane horizontal actions are numerical...
The application of nail connection for part of the structural construction in Indonesia is still bec...
The rise of digital fabrication has increased the use of wood-wood connections inspired by tradition...
This paper deals with the load-carrying capacity calculation of laterally loaded metal dowel type co...
Experiments were conducted to analyze the lateral design value (Z) for double shear wood connections...
Connection is the weakest point of the structural building system. Structural construction building ...
On a strong, stiff, and stable wood construction for structural purposes, wood connection on several...
The purposes of this research are to know the influence of woods specific gravity and nail diameter...
The use of wood as a construction material is still the primary choice for most Indonesian people. F...
Abstract. The group action factor was observed in this experimental study. The 18 mm thickness of pl...
Joint is one of the most important components of a structure. The strength of a structure cannot be ...
With increasing environmental concerns, the building sector must rethink the selection of building m...
Based on Johansen yield theory (European yield model) and experimental observations, mechanical mode...
An integrated programme of experimental and analytical work was carried out to evaluate the nonlinea...
Timber structures require adequate connections between components. Connection design is based on the...
The performances of nailed timber shear walls subjected to in-plane horizontal actions are numerical...
The application of nail connection for part of the structural construction in Indonesia is still bec...
The rise of digital fabrication has increased the use of wood-wood connections inspired by tradition...
This paper deals with the load-carrying capacity calculation of laterally loaded metal dowel type co...