Semi-rigid joints for moment-resisting steel framed seismic-resisting systems
Abstract (Summary)
There have been two amendments to the bolt design model developed in this research as a result of further development of the connection models developed in this work.
Bibliographical Information:
Advisor:Dr J. W. Butterworth
School:The University of Auckland / Te Whare Wananga o Tamaki Makaurau
School Location:New Zealand
Source Type:Master's Thesis
Keywords:fields of research 290000 engineering and technology 290800 civil
ISBN:
Date of Publication:01/01/2005