Load-displacement curves from about 200 short-term and laterally loaded nail-plate joints are analysed. The nail-plates are from Gang-Nail Systems, type GNA 20 S. The test specimens and the measuring systems are described. The tests are divided into 32 different series. The influence of the number of nail row, edge distance, fixed nail-plate, bending direction, unloading, and grain direction, plate and load direction on the load-displacement curves are analysed. Mean load-displacement curves from all the tests are given
This paper deals with the results of experimental determination of load-bearing capacity of structur...
The stability of dolos armour blocks against wave attack has been investigated in wave model studies
The wave loading along a structure exposed to oblique waves varies in time and space. Despite of thi...
In order to analyse the stiffness and the strength of joints used for battens in bracing of trusses ...
Most of the finite element programs for design of timber trusses with punched metal fasteners are ba...
When designing timber trusses it is often found that the cross section controlling the dimensions of...
A series of test s aimed a t establishing the effect of temperature upon the tensile strength parall...
The ultimate lateral resistance of a pile element moved horizontally can be analyzed by the theory o...
It is well known that the bigger a structural member like a beam, the relatively weaker it is. In th...
SIGLEAvailable from British Library Lending Division - LD:8850.550V(TRADA-RR--9/85) / BLDSC - Britis...
SIGLEAvailable from British Library Lending Division - LD:8850.55V(TRADA-RR--4/85) / BLDSC - British...
A state of plane stress is illustrated by means of two families of curves, each family representing ...
A research to develope a registrated testmethod to define the allowable bending moment of a nail was...
Due to the character of the original source materials and the nature of batch digitization, quality ...
As associated partner, Aalborg University (AU) have participated in different aspects of "the Zeebru...
This paper deals with the results of experimental determination of load-bearing capacity of structur...
The stability of dolos armour blocks against wave attack has been investigated in wave model studies
The wave loading along a structure exposed to oblique waves varies in time and space. Despite of thi...
In order to analyse the stiffness and the strength of joints used for battens in bracing of trusses ...
Most of the finite element programs for design of timber trusses with punched metal fasteners are ba...
When designing timber trusses it is often found that the cross section controlling the dimensions of...
A series of test s aimed a t establishing the effect of temperature upon the tensile strength parall...
The ultimate lateral resistance of a pile element moved horizontally can be analyzed by the theory o...
It is well known that the bigger a structural member like a beam, the relatively weaker it is. In th...
SIGLEAvailable from British Library Lending Division - LD:8850.550V(TRADA-RR--9/85) / BLDSC - Britis...
SIGLEAvailable from British Library Lending Division - LD:8850.55V(TRADA-RR--4/85) / BLDSC - British...
A state of plane stress is illustrated by means of two families of curves, each family representing ...
A research to develope a registrated testmethod to define the allowable bending moment of a nail was...
Due to the character of the original source materials and the nature of batch digitization, quality ...
As associated partner, Aalborg University (AU) have participated in different aspects of "the Zeebru...
This paper deals with the results of experimental determination of load-bearing capacity of structur...
The stability of dolos armour blocks against wave attack has been investigated in wave model studies
The wave loading along a structure exposed to oblique waves varies in time and space. Despite of thi...