@misc{oai:nagasaki-u.repo.nii.ac.jp:00003957,
 author = {Shugyo, Minoru},
 month = {Mar},
 note = {The Fibered Plastic Hinge Model (FPHM) program is an analysis code for quasi-static three-dimensional (3D) elastoplastic large deflection analysis of frames that contain steel members, reinforced concrete (RC) members, steel reinforced concrete (SRC) members, concrete filled tube (CFT) members, prestressed concrete (PC) members, composite beams, tension braces, steel damper braces (buckling restrained braces) and truss members. Since its numerical procedure precisely accounts for PΔ-effects, the ultimate lateral strength of a frame can be obtained accurately., The FPHM-dynamic (FPHM-D) program is the analysis code for dynamic 3D elastoplastic large deflection analysis of frames in which the restoring force characteristics of frames are estimated by the FPHM program., <Update record> From v4.02 onwards, the Appendix 1 concerned with cancellation of unbalanced force vector is added., From v4.03 onwards, an elastoplastic incremental analysis of a frame containing brittle members can be performed., From v4.05 onwards, specification of how to estimate the internal force vector of a frame is possible (Appendix 2)., From v5.00 onwards, input of the post-yield non-dimensional strain hardening coefficient of the steel fiber is possible (the form of input data was slightly changed)., From v5.10 onwards, output data increase and the relative additional input data are required.},
 title = {Freeware for 3D frame analysis FPHM & FPHM-D},
 year = {2024}
}