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Pregled bibliografske jedinice broj: 942858

The shake‐table study of the effect of longitudinal reinforcement ratio on the behavior of concrete cantilever columns


Grgić, Nikola; Radnić, Jure; Smilović, Marija; Baloević, Goran
The shake‐table study of the effect of longitudinal reinforcement ratio on the behavior of concrete cantilever columns // Materialwissenschaft und Werkstofftechnik, 49 (2018), 5; 606-618 doi:10.1002/mawe.201700246 (međunarodna recenzija, članak, znanstveni)


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Naslov
The shake‐table study of the effect of longitudinal reinforcement ratio on the behavior of concrete cantilever columns

Autori
Grgić, Nikola ; Radnić, Jure ; Smilović, Marija ; Baloević, Goran

Izvornik
Materialwissenschaft und Werkstofftechnik (0933-5137) 49 (2018), 5; 606-618

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni

Ključne riječi
concrete column, effect of longitudinal reinforcement, earthquake, shake-table, experimental testing

Sažetak
The results of the shake‐table study on the effect of longitudinal reinforcement ratio on the behavior of concrete columns are shown. The small‐scale (1 : 3) model of cantilever columns with mass at their top was exposed to horizontal acceleration of an artificial accelerogram. Acceleration amplitudes were successively increased until the collapse of the columns. Characteristic displacements and accelerations, as well as strains in the concrete and reinforcement were measured during the shake‐ table tests. It was concluded that the ultimate bearing capacity and deformability of a column significantly depend on the amount of its longitudinal reinforcement. By increasing the amount of longitudinal reinforcement, ultimate bearing capacity of the column is also increased, but not proportionally. The reason is greater stiffness of the column with higher amount of longitudinal reinforcement than of the column with low amount of longitudinal reinforcement, which generates greater seismic forces in it for the same excitation.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekt / tema
083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Radnić, Jure, MZOS - )

Ustanove
Fakultet građevinarstva, arhitekture i geodezije, Split

Citiraj ovu publikaciju

Grgić, Nikola; Radnić, Jure; Smilović, Marija; Baloević, Goran
The shake‐table study of the effect of longitudinal reinforcement ratio on the behavior of concrete cantilever columns // Materialwissenschaft und Werkstofftechnik, 49 (2018), 5; 606-618 doi:10.1002/mawe.201700246 (međunarodna recenzija, članak, znanstveni)
Grgić, N., Radnić, J., Smilović, M. & Baloević, G. (2018) The shake‐table study of the effect of longitudinal reinforcement ratio on the behavior of concrete cantilever columns. Materialwissenschaft und Werkstofftechnik, 49 (5), 606-618 doi:10.1002/mawe.201700246.
@article{article, year = {2018}, pages = {606-618}, DOI = {10.1002/mawe.201700246}, keywords = {concrete column, effect of longitudinal reinforcement, earthquake, shake-table, experimental testing}, journal = {Materialwissenschaft und Werkstofftechnik}, doi = {10.1002/mawe.201700246}, volume = {49}, number = {5}, issn = {0933-5137}, title = {The shake‐table study of the effect of longitudinal reinforcement ratio on the behavior of concrete cantilever columns}, keyword = {concrete column, effect of longitudinal reinforcement, earthquake, shake-table, experimental testing} }

Časopis indeksira:


  • Current Contents Connect (CCC)
  • Web of Science Core Collection (WoSCC)
    • Science Citation Index Expanded (SCI-EXP)
    • SCI-EXP, SSCI i/ili A&HCI
  • Scopus


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