A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-03811-2_116
Reference8 articles.
1. Humar J, Mahgoub M, Ghorbanie-Asl M (2006) Effect of second-order forces on seismic response. Can J Civ Eng 33:692–706
2. Tremblay R, Duval C, Léger P (1998) Effects of viscous damping models, hysteretic models and ground motion characteristics on seismic P-delta strength amplification factors. In: Usami T, Itoh Y (eds) Stability and Ductility of Steel Structures. Elsevier, Oxford, pp 103–118
3. Black EF (2011) Use of stability coefficients for evaluating the P-Δ effect in regular steel moment resisting frames. Eng Struct 33:1205–1216
4. Bernal D (1987) Amplification factors for inelastic dynamic P-Δ effects in earthquake analysis. Earthq Eng Struct Dynam 15:635–651
5. MacRae GA (1994) P-Δ effects on single-degree-of-freedom structures in earthquakes. Earthq Spectra 10(3):539–568
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