Abstract This article shows a study of the level of reliability of welded and bolted connections in cold formed steel members, for some limiting states, adopted by AISI and Brazilian codes. The aim of this study is the assessment of the reliability index β for a variation of the nominal live-to-dead load ratios as well as comparison of the value found considering different load combinations. The first order reliability method is used to calculate the reliability index β. In this study, reliability indices smaller than 3.5 were obtained, especially for bolted connections. Consideration of the model errors and FORM method, lead to significant reductions in reliability indices, which are found to be less than the recommended target reliability...
This paper presents the reliability analysis of the frame structures with semi-rigid connections. Fo...
Reliability analysis of eccentric connection fabricated from grade S275 steel plates, in direct shea...
In the design of steel buildings, the Allowable Stress Design (ASD) method has long been used for ...
Abstract This article shows a study of the level of reliability of welded and bolted connections in ...
This paper presents a reliability analysis of cold-formed steel beams, based on the FORM and MC sim...
This paper summarises and re-examines the authors\u27 previous research results concerning the tensi...
This paper presents a reliability analysis of cold-formed steel beams, based on the FORM and MC simu...
This paper presents experimental results and finite element analysis of the cold-formed steel bolted...
Abstract The design codes for structural design traditionally establish the adoption of partial safe...
The buildings with great grandstands are the public places where consequences of failure are very hi...
The objectives of this paper are to (a) determine the sensitivity of the reliability calculations in...
This paper presents an experimental study of bolt connection behaviour of the cold-formed steel join...
Reliability analysis of eccentrically welded connections fabricated from grade S2 75 steel plates, i...
Light-gage steel structures constituted mainly of cold-formed steel members have been widely employe...
For reliability check of timber structure bolt connections subjected to double shear with thick plat...
This paper presents the reliability analysis of the frame structures with semi-rigid connections. Fo...
Reliability analysis of eccentric connection fabricated from grade S275 steel plates, in direct shea...
In the design of steel buildings, the Allowable Stress Design (ASD) method has long been used for ...
Abstract This article shows a study of the level of reliability of welded and bolted connections in ...
This paper presents a reliability analysis of cold-formed steel beams, based on the FORM and MC sim...
This paper summarises and re-examines the authors\u27 previous research results concerning the tensi...
This paper presents a reliability analysis of cold-formed steel beams, based on the FORM and MC simu...
This paper presents experimental results and finite element analysis of the cold-formed steel bolted...
Abstract The design codes for structural design traditionally establish the adoption of partial safe...
The buildings with great grandstands are the public places where consequences of failure are very hi...
The objectives of this paper are to (a) determine the sensitivity of the reliability calculations in...
This paper presents an experimental study of bolt connection behaviour of the cold-formed steel join...
Reliability analysis of eccentrically welded connections fabricated from grade S2 75 steel plates, i...
Light-gage steel structures constituted mainly of cold-formed steel members have been widely employe...
For reliability check of timber structure bolt connections subjected to double shear with thick plat...
This paper presents the reliability analysis of the frame structures with semi-rigid connections. Fo...
Reliability analysis of eccentric connection fabricated from grade S275 steel plates, in direct shea...
In the design of steel buildings, the Allowable Stress Design (ASD) method has long been used for ...