The paper describes both experimental results and theoretical predictions regarding the cyclic inelastic lateral forcedisplacement response of built-up steel columns with partially-restrained base-plate connections. Two specimens were fabricated and tested, to represent samples of real columns extracted from an existing industrial building. Both columns were made of two I shapes connected by battens, but with significant differences in the scheme of battening from one specimen to the other. The base plate connections also were significantly different from one case to the other, in terms of both design concept and local detailing. Preliminary tests were carried out in the elastic range of response, under varying levels of axial force. ...
The possibility of modeling the rotational cyclic behavior of column bases is examined in this work ...
Formulation of a nonlinear inelastic model of steel column with semi-rigid frame connections is outl...
Report No. CCEER-99-7This report summarizes studies conducted on steel base plates and their effect ...
The paper describes both experimental results and theoretical predictions regarding the cyclic inela...
The paper describes a comparison of experimental results and theoretical predictions regarding the l...
The paper describes a comparison of experimental results and theoretical predictions regarding the l...
The paper describes and discusses results from both physical and numerical tests on lateral-load res...
Column base connections in steel structures under seismic loading are critical to successfully trans...
This paper assesses the experimental results of monotonic (pushover) tests carried out on partially ...
Column base plate (CBP) connections are critical components in the overall design of a steel struct...
This paper investigates the behavior of a ductile detail of exposed base plates. This detail consist...
Steel column bases designed following the US standards were damaged during the recent 1994 Northridg...
A research program aimed at the development of a mechanical model to predict the rotational behaviou...
An experimental study was performed to investigate the cyclic behavior of framed steel walls with th...
This paper describes an experimental study on the response of hollow and filled steel members to mo...
The possibility of modeling the rotational cyclic behavior of column bases is examined in this work ...
Formulation of a nonlinear inelastic model of steel column with semi-rigid frame connections is outl...
Report No. CCEER-99-7This report summarizes studies conducted on steel base plates and their effect ...
The paper describes both experimental results and theoretical predictions regarding the cyclic inela...
The paper describes a comparison of experimental results and theoretical predictions regarding the l...
The paper describes a comparison of experimental results and theoretical predictions regarding the l...
The paper describes and discusses results from both physical and numerical tests on lateral-load res...
Column base connections in steel structures under seismic loading are critical to successfully trans...
This paper assesses the experimental results of monotonic (pushover) tests carried out on partially ...
Column base plate (CBP) connections are critical components in the overall design of a steel struct...
This paper investigates the behavior of a ductile detail of exposed base plates. This detail consist...
Steel column bases designed following the US standards were damaged during the recent 1994 Northridg...
A research program aimed at the development of a mechanical model to predict the rotational behaviou...
An experimental study was performed to investigate the cyclic behavior of framed steel walls with th...
This paper describes an experimental study on the response of hollow and filled steel members to mo...
The possibility of modeling the rotational cyclic behavior of column bases is examined in this work ...
Formulation of a nonlinear inelastic model of steel column with semi-rigid frame connections is outl...
Report No. CCEER-99-7This report summarizes studies conducted on steel base plates and their effect ...