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Numerical study of seismic behavior ...

Hu, Huiling.

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Numerical study of seismic behavior of high strength steel replaceable shear links.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Numerical study of seismic behavior of high strength steel replaceable shear links./
作者:	Hu, Huiling.
面頁冊數:	110 p.
附註:	Source: Masters Abstracts International, Volume: 54-06.
Contained By:	Masters Abstracts International54-06(E).
標題:	Civil engineering. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1593095
ISBN:	9781321892772

Numerical study of seismic behavior of high strength steel replaceable shear links.
Hu, Huiling.

Numerical study of seismic behavior of high strength steel replaceable shear links. - 110 p.

Source: Masters Abstracts International, Volume: 54-06.

Thesis (M.S.)--University of Maryland, College Park, 2015.

Eccentrically Braced Frames (EBFs) have been widely used in seismic protection and remediation in the recent years. However, the seismic behavior of shear links made of high strength steel, which are essential "fuse" elements in EBFs, are not fully understood yet. Furthermore, most existing studies either assumed no axial load or an unrealistic constant axial load. In this numerical simulation study, two steel grades (Q460 high strength structural steel (by China standard) and ASTM A992 steel for comparison) were considered for the shear link specimens and their effects on shear link's seismic performance were numerically studied under cyclically varying lateral load along with axial force.

ISBN: 9781321892772Subjects--Topical Terms:

860360
Civil engineering.

Numerical study of seismic behavior of high strength steel replaceable shear links.
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020 $a 9781321892772
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100 1 $a Hu, Huiling. $3 3184160
245 1 0 $a Numerical study of seismic behavior of high strength steel replaceable shear links.
300 $a 110 p.
500 $a Source: Masters Abstracts International, Volume: 54-06.
500 $a Adviser: Yunfeng Zhang.
502 $a Thesis (M.S.)--University of Maryland, College Park, 2015.
520 $a Eccentrically Braced Frames (EBFs) have been widely used in seismic protection and remediation in the recent years. However, the seismic behavior of shear links made of high strength steel, which are essential "fuse" elements in EBFs, are not fully understood yet. Furthermore, most existing studies either assumed no axial load or an unrealistic constant axial load. In this numerical simulation study, two steel grades (Q460 high strength structural steel (by China standard) and ASTM A992 steel for comparison) were considered for the shear link specimens and their effects on shear link's seismic performance were numerically studied under cyclically varying lateral load along with axial force.
520 $a Finite element (FE) modeling of shear link specimens with the above two steel grades were established in a general FE analysis software - ANSYS and numerical simulations are conducted on these finite element models following monotonic and cyclic loading protocols respectively. To see whether a sustainability goal of steel structure design (by saving steel use) can be achieved or not, a feasibility study of Q460 steel shear links with various section size reduction schemes are performed in this research.
520 $a The numerical simulation results reveal that shear links made of Q460 high strength steel have satisfactory performance compared with A992 steel shear links, with additional benefits of material saving and weight reduction, often desired features for sustainable steel construction and replaceable fuse elements in seismic resistant structures.
590 $a School code: 0117.
650 4 $a Civil engineering. $3 860360
690 $a 0543
710 2 $a University of Maryland, College Park. $b Civil Engineering. $3 1025664
773 0 $t Masters Abstracts International $g 54-06(E).
790 $a 0117
791 $a M.S.
792 $a 2015
793 $a English
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1593095