scholarly journals Numerical Evaluation of Dynamic Response of a Steel Structure Model Under Various Seismic Excitations

2017 ◽  
Vol 172 ◽  
pp. 277-283 ◽  
Author(s):  
Tomasz Falborski ◽  
Robert Jankowski
Keyword(s):  
Dynamic Response ◽  
Numerical Evaluation ◽  
Steel Structure ◽  
Structure Model ◽  
Seismic Excitations

scholarly journals Experimental analysis of the behaviour of different types of joints in the steel structure model subjected to earthquake loading

2021 ◽  
Vol 2070 (1) ◽  
pp. 012227
Author(s):  
T Jaroszewski ◽  
T Falborski ◽  
R Jankowski
Keyword(s):  
Experimental Study ◽  
Welded Joints ◽  
Experimental Analysis ◽  
Steel Structure ◽  
Shaking Table ◽  
Earthquake Loading ◽  
Structure Model ◽  
Seismic Excitations ◽  
Significant Difference ◽  
Different Types

Abstract The present paper reports the results of the experimental study performed to investigate the behaviour of two different types of joints (destroyed and welded ones) in the model of the steel structure under seismic excitations. The structure was subjected to three earthquakes, namely Kobe, Loma Prieta and Northridge, using the shaking table investigation. The results obtained from the study indicate that there is a significant difference between the behaviour of destroyed joints and welded ones. It was concluded that the destroyed joints experience higher acceleration than the welded joints during different earthquakes.

Numerical evaluation of the dynamic response of pipelines to vibrations induced by the operation of a pavement breaker

2013 ◽  
Vol 44 ◽  
pp. 153-167 ◽  
Author(s):  
Z. Ozdemir ◽  
P. Coulier ◽  
M.A. Lak ◽  
S. François ◽  
G. Lombaert ◽  
...  
Keyword(s):  
Dynamic Response ◽  
Numerical Evaluation

Numerical Evaluation of Dynamic Response for Flexible Composite Structures under Slamming Impact for Naval Applications

2017 ◽  
Vol 25 (3) ◽  
pp. 689-706 ◽  
Author(s):  
O. H. Hassoon ◽  
M. Tarfaoui ◽  
A. El Moumen ◽  
H. Benyahia ◽  
M. Nachtane
Keyword(s):  
Dynamic Response ◽  
Composite Structures ◽  
Numerical Evaluation

scholarly journals Dynamic Response of Symmetric and Asymmetric Setback Buildings

2020 ◽  
Vol 9 (4) ◽  
pp. 3179-3183
Keyword(s):  
Dynamic Response ◽  
Transverse Direction ◽  
Dynamic Behaviour ◽  
Time History ◽  
Longitudinal Direction ◽  
Time History Analysis ◽  
Seismic Excitations ◽  
Numerical Studies ◽  
History Analysis ◽  
Codal Provisions

Numerical studies have been carried out to study the dynamic behaviour of a five-storey regular building, symmetric setback and asymmetric setback buildings having three bays along longitudinal direction and one bay along transverse direction. The objective of the study is to compare the irregularity indices with respect to different codal provisions such as IS:1893-2016, Euro Code 8-2004 and ASCE 7.05-2005 as well as with the expressions proposed by Karavasilis et al. (2008), and Pradip sarkar et al.(2010). These buildings are subjected to seismic excitations with time history analysis and the response parameters such as fundamental period of vibration of the structures, displacements and storey drifts were evaluated

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