Experimental and numerical studies conducted in the past three decades have demonstrated that a steel plate shear wall is an effective and economical lateral load resisting system against both wind and earthquake forces. The system consists of infill steel plates connected to boundary beams and colu
β¦ LIBER β¦
Comparing Steel Plate Shear Wall Behavior with Simple and Corrugated Plates
β Scribed by Gholizadeh, M.; Yadollahi, Y.
- Book ID
- 127080310
- Publisher
- Trans Tech Publications Inc.
- Year
- 2011
- Tongue
- English
- Weight
- 529 KB
- Volume
- 147
- Category
- Article
- ISSN
- 1660-9336
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Comparing Steel Plate Shear Wall Behavio
β
Gholizadeh, M.; Yadollahi, Y.
π
Article
π
2011
π
Trans Tech Publications Inc.
π
English
β 529 KB
Steel Plate Shear Walls with Various Inf
β
Choi, In-Rak; Park, Hong-Gun
π
Article
π
2009
π
American Society of Civil Engineers
π
English
β 969 KB
Seismic behavior of code designed steel
β
Jeffrey W. Berman
π
Article
π
2011
π
Elsevier Science
π
English
β 816 KB
The AISC Seismic Design Provisions now include capacity design requirements for steel plate shear walls, which consist of thin web plates that infill frames of steel beams, denoted horizontal boundary elements (HBEs), and columns, denoted vertical boundary elements (VBEs). The thin unstiffened web p
Postbuckling Behavior of SteelβPlate She
β
Elgaaly, M.; Caccese, V.; Du, C.
π
Article
π
1993
π
American Society of Civil Engineers
π
English
β 1024 KB
Stiffness and Strength Of Perforated Ste
β
Ricky Chan; Faris Albermani; S. Kitipornchai
π
Article
π
2011
π
Elsevier
π
English
β 230 KB
Plastic Analysis and Design of Steel Pla
β
Berman, Jeffrey; Bruneau, Michel
π
Article
π
2003
π
American Society of Civil Engineers
π
English
β 164 KB