Self-centering post-tensioned energy dissipating (PTED) steel frames for seismic regi - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: eBooks (https://forum.civilea.com/forum-63.html) +--- Forum: Journals, Papers and Presentations (https://forum.civilea.com/forum-74.html) +--- Thread: Self-centering post-tensioned energy dissipating (PTED) steel frames for seismic regi (/thread-43969.html) |
Self-centering post-tensioned energy dissipating (PTED) steel frames for seismic regi - arshiakh - 07-20-2013 Self-centering post-tensioned energy dissipating (PTED) steel frames for seismic regions Author: Christopoulos, Constantin | Size: 9 MB | Format: PDF | Quality: Unspecified | Publisher: University of California | Year: 2002 | pages: 315 | ISBN: ____
Proposes and experimentally tests a new moment-resisting connection that incorporates high-strength post-tensioned steel elements along with energy dissipating bars, the PTED. PTED connections exhibit greater capacity to ensure small residual drifts through self-centering properties even during significant inelastic deformations during cyclic loading. Code: *************************************** Code: *************************************** RE: Self-centering post-tensioned energy dissipating (PTED) steel frames for seismic regi - Jackass - 07-20-2013 Hi password Wrong, Not working please correct it MODERATOR NOTE: I just tested (downloaded and decompressed) and all works fine! Please try using COPY & PASTE. This post will be removed as soon as the colleague press "agree" |