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Experimental Study on the Seismic Behavior of Replaceable Shear Links Connected to Coupling Beam

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@article{IJASEIT4323,
   author = {Muslinang Moestopo and Dyah Kusumastuti and Erwin Lim and Undagi Akbar and Mega Suci Ramadhita},
   title = {Experimental Study on the Seismic Behavior of Replaceable Shear Links Connected to Coupling Beam},
   journal = {International Journal on Advanced Science, Engineering and Information Technology},
   volume = {8},
   number = {2},
   year = {2018},
   pages = {532--539},
   keywords = {damage controlled element; energy dissipation; replaceability; shear link},
   abstract = {A seismic device for steel core frames of high-rise buildings has been developed. The system consists of two concentrically brace frames connected with coupling beams and shear links. The shear link has been designed to yield and dissipate the energy while the coupling beam and other elements of the frames remain elastic. The experimental work had been conducted on a model of half-scale sub-assemblage of core steel frame with its links made in Japan and Indonesia.  The result of testing using a prescribed cyclic loading (AISC 341-10)  showed  that there was no indication of buckling nor fracture of the link on the assemblage as its plastic rotation reached 0.08 rad and beyond, and no decreasing strength indicated in the hysteretic curve. At the same time, there was no indication of any damage   (yielding, buckling) in coupling beam (web, flange, end-plate, bolts) and column. Yielding is localized only in web and flange of link. The Indonesian shear link specimen showed higher values of shear resisting force due to the higher value of its material yield-strength as compared to the Japan link specimen. However, both specimens showed the same ductility when they reached the maximum strength with its plastic rotation beyond 0.08 rad. as specified in the code (AISC 341-10).},
   issn = {2088-5334},
   publisher = {INSIGHT - Indonesian Society for Knowledge and Human Development},
   url = {http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4323},
   doi = {10.18517/ijaseit.8.2.4323}
}

EndNote

%A Moestopo, Muslinang
%A Kusumastuti, Dyah
%A Lim, Erwin
%A Akbar, Undagi
%A Ramadhita, Mega Suci
%D 2018
%T Experimental Study on the Seismic Behavior of Replaceable Shear Links Connected to Coupling Beam
%B 2018
%9 damage controlled element; energy dissipation; replaceability; shear link
%! Experimental Study on the Seismic Behavior of Replaceable Shear Links Connected to Coupling Beam
%K damage controlled element; energy dissipation; replaceability; shear link
%X A seismic device for steel core frames of high-rise buildings has been developed. The system consists of two concentrically brace frames connected with coupling beams and shear links. The shear link has been designed to yield and dissipate the energy while the coupling beam and other elements of the frames remain elastic. The experimental work had been conducted on a model of half-scale sub-assemblage of core steel frame with its links made in Japan and Indonesia.  The result of testing using a prescribed cyclic loading (AISC 341-10)  showed  that there was no indication of buckling nor fracture of the link on the assemblage as its plastic rotation reached 0.08 rad and beyond, and no decreasing strength indicated in the hysteretic curve. At the same time, there was no indication of any damage   (yielding, buckling) in coupling beam (web, flange, end-plate, bolts) and column. Yielding is localized only in web and flange of link. The Indonesian shear link specimen showed higher values of shear resisting force due to the higher value of its material yield-strength as compared to the Japan link specimen. However, both specimens showed the same ductility when they reached the maximum strength with its plastic rotation beyond 0.08 rad. as specified in the code (AISC 341-10).
%U http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4323
%R doi:10.18517/ijaseit.8.2.4323
%J International Journal on Advanced Science, Engineering and Information Technology
%V 8
%N 2
%@ 2088-5334

IEEE

Muslinang Moestopo,Dyah Kusumastuti,Erwin Lim,Undagi Akbar and Mega Suci Ramadhita,"Experimental Study on the Seismic Behavior of Replaceable Shear Links Connected to Coupling Beam," International Journal on Advanced Science, Engineering and Information Technology, vol. 8, no. 2, pp. 532-539, 2018. [Online]. Available: http://dx.doi.org/10.18517/ijaseit.8.2.4323.

RefMan/ProCite (RIS)

TY  - JOUR
AU  - Moestopo, Muslinang
AU  - Kusumastuti, Dyah
AU  - Lim, Erwin
AU  - Akbar, Undagi
AU  - Ramadhita, Mega Suci
PY  - 2018
TI  - Experimental Study on the Seismic Behavior of Replaceable Shear Links Connected to Coupling Beam
JF  - International Journal on Advanced Science, Engineering and Information Technology; Vol. 8 (2018) No. 2
Y2  - 2018
SP  - 532
EP  - 539
SN  - 2088-5334
PB  - INSIGHT - Indonesian Society for Knowledge and Human Development
KW  - damage controlled element; energy dissipation; replaceability; shear link
N2  - A seismic device for steel core frames of high-rise buildings has been developed. The system consists of two concentrically brace frames connected with coupling beams and shear links. The shear link has been designed to yield and dissipate the energy while the coupling beam and other elements of the frames remain elastic. The experimental work had been conducted on a model of half-scale sub-assemblage of core steel frame with its links made in Japan and Indonesia.  The result of testing using a prescribed cyclic loading (AISC 341-10)  showed  that there was no indication of buckling nor fracture of the link on the assemblage as its plastic rotation reached 0.08 rad and beyond, and no decreasing strength indicated in the hysteretic curve. At the same time, there was no indication of any damage   (yielding, buckling) in coupling beam (web, flange, end-plate, bolts) and column. Yielding is localized only in web and flange of link. The Indonesian shear link specimen showed higher values of shear resisting force due to the higher value of its material yield-strength as compared to the Japan link specimen. However, both specimens showed the same ductility when they reached the maximum strength with its plastic rotation beyond 0.08 rad. as specified in the code (AISC 341-10).
UR  - http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4323
DO  - 10.18517/ijaseit.8.2.4323

RefWorks

RT Journal Article
ID 4323
A1 Moestopo, Muslinang
A1 Kusumastuti, Dyah
A1 Lim, Erwin
A1 Akbar, Undagi
A1 Ramadhita, Mega Suci
T1 Experimental Study on the Seismic Behavior of Replaceable Shear Links Connected to Coupling Beam
JF International Journal on Advanced Science, Engineering and Information Technology
VO 8
IS 2
YR 2018
SP 532
OP 539
SN 2088-5334
PB INSIGHT - Indonesian Society for Knowledge and Human Development
K1 damage controlled element; energy dissipation; replaceability; shear link
AB A seismic device for steel core frames of high-rise buildings has been developed. The system consists of two concentrically brace frames connected with coupling beams and shear links. The shear link has been designed to yield and dissipate the energy while the coupling beam and other elements of the frames remain elastic. The experimental work had been conducted on a model of half-scale sub-assemblage of core steel frame with its links made in Japan and Indonesia.  The result of testing using a prescribed cyclic loading (AISC 341-10)  showed  that there was no indication of buckling nor fracture of the link on the assemblage as its plastic rotation reached 0.08 rad and beyond, and no decreasing strength indicated in the hysteretic curve. At the same time, there was no indication of any damage   (yielding, buckling) in coupling beam (web, flange, end-plate, bolts) and column. Yielding is localized only in web and flange of link. The Indonesian shear link specimen showed higher values of shear resisting force due to the higher value of its material yield-strength as compared to the Japan link specimen. However, both specimens showed the same ductility when they reached the maximum strength with its plastic rotation beyond 0.08 rad. as specified in the code (AISC 341-10).
LK http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4323
DO  - 10.18517/ijaseit.8.2.4323