A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Cyclic test of a coupled steel plate shear wall substructure
Coupled steel plate shear wall (C‐SPSW) consists of two or more steel plate shear walls interconnected by coupling beams at the floor levels. In this study, a six‐story C‐SPSW prototype building was designed. A 40% scale C‐SPSW specimen, which is representative of the bottom two‐and‐half‐story substructure of the prototype, was cyclically tested using Multi‐Axial Testing System at the National Center for Research on Earthquake Engineering in 2009. In addition to a constant vertical force representing the gravity load effects, cyclic increasing displacements and the corresponding overturning moments transmitted from the upper stories were computed online and simultaneously applied on the substructural specimen. This paper firstly introduces the designs of the prototype C‐SPSW and the test specimen. Then, the test results and the numerical simulation are discussed in detail. Test results confirm the effectiveness of the proposed column capacity design method, which aims at limiting the plastic hinge formation within the bottom quarter height of the bottom column. Test and analytical results suggest that the coupling beam rotational demands can be estimated as the design story drifts when the formation of desirable plastic mechanism of the C‐SPSW is expected. Copyright © 2011 John Wiley & Sons, Ltd.
Cyclic test of a coupled steel plate shear wall substructure
Coupled steel plate shear wall (C‐SPSW) consists of two or more steel plate shear walls interconnected by coupling beams at the floor levels. In this study, a six‐story C‐SPSW prototype building was designed. A 40% scale C‐SPSW specimen, which is representative of the bottom two‐and‐half‐story substructure of the prototype, was cyclically tested using Multi‐Axial Testing System at the National Center for Research on Earthquake Engineering in 2009. In addition to a constant vertical force representing the gravity load effects, cyclic increasing displacements and the corresponding overturning moments transmitted from the upper stories were computed online and simultaneously applied on the substructural specimen. This paper firstly introduces the designs of the prototype C‐SPSW and the test specimen. Then, the test results and the numerical simulation are discussed in detail. Test results confirm the effectiveness of the proposed column capacity design method, which aims at limiting the plastic hinge formation within the bottom quarter height of the bottom column. Test and analytical results suggest that the coupling beam rotational demands can be estimated as the design story drifts when the formation of desirable plastic mechanism of the C‐SPSW is expected. Copyright © 2011 John Wiley & Sons, Ltd.
Cyclic test of a coupled steel plate shear wall substructure
Li, Chao‐Hsien (author) / Tsai, Keh‐Chyuan (author) / Chang, Jing‐Tang (author) / Lin, Chih‐Han (author) / Chen, Jia‐Chian (author) / Lin, Te‐Hung (author) / Chen, Pei‐Ching (author)
Earthquake Engineering & Structural Dynamics ; 41 ; 1277-1299
2012-07-25
23 pages
Article (Journal)
Electronic Resource
English
Cyclic test of a coupled steel plate shear wall substructure
| Online Contents | 2012
Cyclic Test of Four-Story Steel Plate Shear Wall
| Online Contents | 1998
Cyclic Test of Four-Story Steel Plate Shear Wall
| British Library Online Contents | 1998
Experimental Test of Perforated Steel Plate Shear Wall Under Cyclic Load
| Springer Verlag | 2024
Investigating the Behavior of Coupled Steel Plate Shear Wall under Cyclic Loading
| Springer Verlag | 2022