- Inżynieria lądowa i transport (Dziedzina nauk inżynieryjno-technicznych)
- Inżynieria środowiska, górnictwo i energetyka (Dziedzina nauk inżynieryjno-technicznych)
Punkty Ministerialne: Pomoc
|Rok 2023||140||Lista ministerialna czasopism punktowanych|
|2023||140||Lista ministerialna czasopism punktowanych|
|2022||140||Lista ministerialna czasopism punktowanych|
|2021||140||Lista ministerialna czasopism punktowanych|
|2020||140||Lista ministerialna czasopism punktowanych|
|2019||140||Lista ministerialna czasopism punktowanych|
Prace opublikowane w tym czasopiśmie
Probabilistic assessment of SMRFs with infill masonry walls incorporating nonlinear soil-structure interactionPublikacja
Infill Masonry Walls (IMWs) are used in the perimeter of a building to separate the inner and outer space. IMWs may affect the lateral behavior of buildings, while they are different from those partition walls that separate two inner spaces. This study focused on the seismic vulnerability assessment of Steel Moment-Resisting Frames (SMRFs) assuming different placement of IMWs incorporating nonlinear Soil-Structure Interaction (SSI)....
Analysis of floor-to-column pounding of buildings founded on different soil typesPublikacja
The aim of this study is to investigate the effect of the soil type on buildings experiencing floor-to-column pounding during earthquakes. Five buildings with 4-storeys, 6-storeys, and 7-storeys were considered. Three types of the 4-storey building with different total heights were taken into account which leads to floor-to-column pounding at 1/3, 1/2 and 2/3 of the height of the impacted column. Two pounding scenarios were considered,...
Evaluation of pounding effects between reinforced concrete frames subjected to far-field earthquakes in terms of damage indexPublikacja
In this paper, three different damage indexes were used to detect nonlinear damages in two adjacent Reinforced Concrete (RC) structures considering pounding effects. 2-, 4- and 8-story benchmark RC Moment Resisting Frames (MRFs) were selected for this purpose with 60%, 75%, and 100% of minimum separation distance and also without any in-between separation gap. These structures were analyzed using the incremental dynamic analysis...
Fragility analysis of structural pounding between adjacent structures arranged in series with various alignment configurations under near‑field earthquakesPublikacja
A major cause of local to total damages is related to structural pounding in a large number of past earthquakes. In general, these collisions take place as a result of differences in the dynamic characteristics of the colliding structures. To acquire a better perception of the behavior of structures, in this paper, three structures featuring different heights are modeled in series and with various configurations next to each other...
Investigating the effects of structural pounding on the seismic performance of adjacent RC and steel MRFsPublikacja
An insufficient separation distance between adjacent buildings is the main reason for structural pounding during severe earthquakes. The lateral load resistance system, fundamental natural period, mass, and stiffness are important factors having the influence on collisions between two adjacent structures. In this study, 3-, 5- and 9-story adjacent reinforced concrete and steel Moment Resisting Frames (MRFs) were considered to investigate...
Probabilistic seismic assessment of RC box-girder highway bridges with unequal-height piers subjected to earthquake-induced poundingPublikacja
This paper uses the probabilistic seismic assessment to study the effects of pounding and irregularity on the seismic behavior of typical concrete box-girder bridges with four levels of altitudinal irregularity. To extend the results for all bridges in the same class, uncertainty related to the earthquake, structural geometries, and materials are considered. Pounding is likely to take place in two cases: the first one concerns...
Influence of soil–structure interaction on seismic pounding between steel frame buildings considering the effect of infill panelsPublikacja
The present research aims to study the influence of the soil-structure interaction (SSI) and existence or absence of masonry infill panels in steel frame structures on the earthquake-induced pounding-involved response of adjacent buildings. The study was further extended to compare the pounding-involved behavior versus the independent behavior of structures without collisions, focusing much on dynamic behavior of single frames....
Linking of adjacent three-storey buildings for mitigation of structural pounding during earthquakesPublikacja
The reports after major earthquakes indicate that the earthquake-induced pounding between insufficiently separated buildings may lead to significant damage or even total collapse of structures. An intensive study has recently been carried out on mitigation of pounding hazards so as to minimize the structural damages or prevent collisions at all. The aim of this paper is to investigate the effectiveness of the method when two adjacent...
Earthquake-induced pounding between equal height multi-storey buildings considering soil-structure interactionPublikacja
The present paper investigates the coupled effect of the supporting soil flexibility and pounding between neighbouring, insufficiently separated equal height buildings under earthquake excitation. Two adjacent three-storey structures, modelled as inelastic lumped mass systems with different structural characteristics, have been considered in the study. The models have been excited using a suit of ground motions with different peak...
Liapunov instability of the hypoplastic model for soils.Publikacja
Wskazanie na konieczność wprowadzenia do hipoplastycznego modelu konstytutywnego tzw. sprężystego jądra. Bez niego model okazuje się być niestabilny w sensie Liapunowa.
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