Repozytorium publikacji - Politechnika Gdańska

The aim of this paper is to study the response of models of steel buildings with destroyed and non-destroyed joints. The study was conducted experimentally using the shaking table tests. Two steel models were considered. Several types of joints were taken into account: totally destroyed joints, partially destroyed joints, welded joints and joints stiffened with additional metal. Six ground motions were taken into account. The acceleration time histories were measured at the top of these two models of steel buildings. The results of the study show that the steel models with partially destroyed joints experienced higher levels of accelerations at their top, as compared to the steel models with totally destroyed joints. It was also concluded that the steel models experienced higher peak accelerations at their top in the case of welded joints and stiffened joints, as compared to the case with totally destroyed joints and partially destroyed joints.

Autorzy

• Tomasz Jaroszewski,
• Mahmoud Miari link otwiera się w nowej karcie ,
• dr inż. Tomasz Falborski link otwiera się w nowej karcie ,
• prof. dr hab. inż. Robert Jankowski link otwiera się w nowej karcie