Add to ORKGSIGLEAvailable from British Library Document Supply Centre- DSC:DX97683 / BLDSC - British Library Document Supply CentreGBUnited Kingdo
Abstract: Behavioral study of connections using moment- rotation curve for analyzing different types...
An experimental investigation was conducted to study the extended end-plate moment connections subje...
Semi-continuous construction is a recognised basis for design of steel structures. Expensive full-st...
Methods of analysis which incorporate the semi-rigidity of connections already exist. At present, th...
In 2 volsSIGLEAvailable from British Library Document Supply Centre- DSC:D170770 / BLDSC - British L...
Tension and Compression force deformation data from laboratory tests of angle segments are used to g...
In 2 vols.Available from British Library Document Supply Centre-DSC:DX196471 / BLDSC - British Libra...
The presented dataset excel file provides details about the dimensions of the parameters and the sta...
The analysis of steel-framed building structures with full strength beam to column joints is quite s...
The load and resistance factor design (AISC-LRFD) specification allows the designer to consider the ...
SIGLEAvailable from British Library Document Supply Centre- DSC:D174650 / BLDSC - British Library Do...
Although the effect of semi-rigid steel beam-to-column connections on the behaviour of steel frames ...
The feasibility of one sided beam to column angle connections is dependent on the shear capacity and...
Based on the numerical data of 66 unstiffened stainless steel beam-to-column extended end-plate (EEP...
The results of a series of five tests on composite beam-to-column connections are reported. The stee...
Abstract: Behavioral study of connections using moment- rotation curve for analyzing different types...
An experimental investigation was conducted to study the extended end-plate moment connections subje...
Semi-continuous construction is a recognised basis for design of steel structures. Expensive full-st...
Methods of analysis which incorporate the semi-rigidity of connections already exist. At present, th...
In 2 volsSIGLEAvailable from British Library Document Supply Centre- DSC:D170770 / BLDSC - British L...
Tension and Compression force deformation data from laboratory tests of angle segments are used to g...
In 2 vols.Available from British Library Document Supply Centre-DSC:DX196471 / BLDSC - British Libra...
The presented dataset excel file provides details about the dimensions of the parameters and the sta...
The analysis of steel-framed building structures with full strength beam to column joints is quite s...
The load and resistance factor design (AISC-LRFD) specification allows the designer to consider the ...
SIGLEAvailable from British Library Document Supply Centre- DSC:D174650 / BLDSC - British Library Do...
Although the effect of semi-rigid steel beam-to-column connections on the behaviour of steel frames ...
The feasibility of one sided beam to column angle connections is dependent on the shear capacity and...
Based on the numerical data of 66 unstiffened stainless steel beam-to-column extended end-plate (EEP...
The results of a series of five tests on composite beam-to-column connections are reported. The stee...
Abstract: Behavioral study of connections using moment- rotation curve for analyzing different types...
An experimental investigation was conducted to study the extended end-plate moment connections subje...
Semi-continuous construction is a recognised basis for design of steel structures. Expensive full-st...