A Novel Framework to Include P-Δ Effects in Displacement-Based Seismic Assessment
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[1] Christoph Adam,et al. A novel displacement-based seismic design method for framed structures considering P-Delta induced dynamic instability , 2014, Bulletin of Earthquake Engineering.
[2] Seungcheol Shin,et al. Observations from Nonlinear, Effective-Stress Ground Motion Response Analyses following the AASHTO Guide Specifications for LRFD Seismic Bridge Design , 2011 .
[3] Emilio Rosenblueth. Slenderness Effects in Buildings , 1965 .
[4] Mjn Priestley,et al. Modelling inelastic response in direct displacement-based design , 2005 .
[5] L. Ibarra. Global collapse of frame structures under seismic excitations , 2003 .
[6] Dionisio Bernal,et al. Amplification factors for inelastic dynamicp? effects in earthquake analysis , 1987 .
[7] Mervyn J. Kowalsky,et al. Displacement-based seismic design of structures , 2007 .
[8] Christoph Adam,et al. Seismic collapse capacity of basic inelastic structures vulnerable to the P‐delta effect , 2012 .
[9] Gregory A. MacRae,et al. P-Δ Effects on Single-Degree-of-Freedom Structures in Earthquakes , 1994 .
[10] J. Douglas,et al. Internet site for European strong-motion data , 2004 .
[11] Bin Wei,et al. Treatment of P-Δ Effects in Displacement-Based Seismic Design for SDOF Systems , 2012 .
[12] David H. Sanders,et al. Correlation of Shear Design Between AASHTO LRFD Bridge Design Specifications and AASHTO Guide Specifications for the LRFD Seismic Bridge Design , 2017 .
[13] Dimitris L. Karabalis,et al. Inclusion of P–Δ effect in displacement‐based seismic design of steel moment resisting frames , 2007 .
[14] R. Medina,et al. Seismic Demands for Nondeteriorating Frame Structures and Their Dependence on Ground Motions , 2003 .
[15] Gian Michele Calvi,et al. Displacement Reduction Factors for the Design of Medium and Long Period Structures , 2011 .