A Numerical Investigation on the Effect of Panel Zones on Cyclic Lateral Capacity of Steel Moment Frames

Author:

Sepasdar R.,Banan Mo. R.ORCID,Banan Ma. R.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference17 articles.

1. Augusto H, Silva LS, Rebelo C, Castro JM (2016) Characterization of web panel components in double-extended bolted end-plate steel joints. J Constr Steel Res 116:271–293

2. Brandonisio G, Luca AD, Mele E (2012) Shear strength of panel zone in beam-to-column connections. J Constr Steel Res 71:129–142

3. Carpio MD, Mosqueda G, Lignos DG (2016) Seismic performance of a steel moment frame subassembly tested from the onset of damage through collapse. J Earthq Eng Struct Dyn 45(10):1563–1580

4. Engelhardt MD, Fry GT, Venti MJ (2000) Behavior and design of radius cut reduced beam section connections. FEMA/SAC joint venture report no.SAC/BD-00/17

5. FEMA-355C (2000) State of the art report on systems performance of steel moment frames subjected to earthquake ground shaking. Building Seismic Safety Council, Washington (DC)

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