Add to ORKGThe present paper presents an evaluation of the influence of joint slippage on the seismic response of steel frames. Using three alternative hysteretic joint models to simulate the connections of a representative low-rise steel frame, and a series of dynamic time-history analyses for a typical seismic record, it is found that slippage affects the response of the structure and should be allowed for in design
Timber joints represent the governing part of a timber structure, particularly when assessing its se...
Background: The deformation capacity of beam-to-column connections strongly influences the robustnes...
U doktorskom radu izrađen je matematički model histerezne anvelope priključka s obostrano produljen...
The present paper presents an evaluation of the influence of joint slippage on the seismic response ...
Steel joints subjected to cyclic loading whereby the amplitude of the applied forces exceeds the yi...
The main aim of this work is to understand how the prediction of the seismic performance of mo-ment-...
The main aim of this work is to understand how the prediction of the seismic performance of moment-r...
Steel joints subjected to cyclic loading whereby the amplitude of the applied forces exceeds the yie...
The realistic response of the steel frames cannot always be investigated with idealized rigid or art...
In this paper, a hysteretic model with pinching is presented that is able to reproduce the cyclic re...
The objective of the dissertation is to study the behaviour of a frame equipped with the innovative ...
The seismic response of steel moment resisting frames (MRFs) is influenced by the behavior of joints...
Composite joints, considering the composite action of steel and concrete, exhibit, in general, high ...
Evaluation of seismic performance of moment-resisting (MR) steel frames is usually carried out assum...
This paper assesses the composite beam effects on the hysteretic behavior of fully-restrained beam-t...
Timber joints represent the governing part of a timber structure, particularly when assessing its se...
Background: The deformation capacity of beam-to-column connections strongly influences the robustnes...
U doktorskom radu izrađen je matematički model histerezne anvelope priključka s obostrano produljen...
The present paper presents an evaluation of the influence of joint slippage on the seismic response ...
Steel joints subjected to cyclic loading whereby the amplitude of the applied forces exceeds the yi...
The main aim of this work is to understand how the prediction of the seismic performance of mo-ment-...
The main aim of this work is to understand how the prediction of the seismic performance of moment-r...
Steel joints subjected to cyclic loading whereby the amplitude of the applied forces exceeds the yie...
The realistic response of the steel frames cannot always be investigated with idealized rigid or art...
In this paper, a hysteretic model with pinching is presented that is able to reproduce the cyclic re...
The objective of the dissertation is to study the behaviour of a frame equipped with the innovative ...
The seismic response of steel moment resisting frames (MRFs) is influenced by the behavior of joints...
Composite joints, considering the composite action of steel and concrete, exhibit, in general, high ...
Evaluation of seismic performance of moment-resisting (MR) steel frames is usually carried out assum...
This paper assesses the composite beam effects on the hysteretic behavior of fully-restrained beam-t...
Timber joints represent the governing part of a timber structure, particularly when assessing its se...
Background: The deformation capacity of beam-to-column connections strongly influences the robustnes...
U doktorskom radu izrađen je matematički model histerezne anvelope priključka s obostrano produljen...