213 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1997.Another topic of the research is to study the effects of hysteresis models on structural performance. During the performance-based structure design, the effects of hysteretic energy dissipation on the maximum displacement response amplitude of buildings plays a important role in determining the design forces. Linear, bilinear, strength degradation, stiffness degradation, and connection fracture models were used to determine the effects of hysteresis type on multi-degree-of-freedom (MDOF) structural systems.U of I OnlyRestricted to the U of I community idenfinitely during batch ingest of legacy ETD
were discovered to have brittle fractures of their beam-column connections. This behavior had not be...
Fully-restrained connection failures resulting from the 1994 Northridge earthquake caused increased ...
Evaluation of seismic performance of moment-resisting (MR) steel frames is usually carried out assum...
213 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1997.Another topic of the research...
Brittle fractures in steel moment connections during the 1994 Northridge, California, earthquake wer...
Brittle fractures in steel moment connections during the 1994 Northridge, California, earthquake wer...
281 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2006.It is conjectured that differ...
281 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2006.It is conjectured that differ...
It is conjectured that different hysteresis behavior may lead to different levels of response becaus...
This paper presents a summary of two year long comprehensive parametric study of the impact of vario...
Current seismic j design code is based on the assumption that. structures designed according to the...
The design response spectrum has been widely used in seismic design to estimate force and deformatio...
This paper focuses on understanding and assessing the effect of hysteretic behavior (i.e., bilinear,...
Analytical models for the characterization of the response of column base connections (i.e. exposed ...
Current seismic j design code is based on the assumption that. structures designed according to the...
were discovered to have brittle fractures of their beam-column connections. This behavior had not be...
Fully-restrained connection failures resulting from the 1994 Northridge earthquake caused increased ...
Evaluation of seismic performance of moment-resisting (MR) steel frames is usually carried out assum...
213 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1997.Another topic of the research...
Brittle fractures in steel moment connections during the 1994 Northridge, California, earthquake wer...
Brittle fractures in steel moment connections during the 1994 Northridge, California, earthquake wer...
281 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2006.It is conjectured that differ...
281 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2006.It is conjectured that differ...
It is conjectured that different hysteresis behavior may lead to different levels of response becaus...
This paper presents a summary of two year long comprehensive parametric study of the impact of vario...
Current seismic j design code is based on the assumption that. structures designed according to the...
The design response spectrum has been widely used in seismic design to estimate force and deformatio...
This paper focuses on understanding and assessing the effect of hysteretic behavior (i.e., bilinear,...
Analytical models for the characterization of the response of column base connections (i.e. exposed ...
Current seismic j design code is based on the assumption that. structures designed according to the...
were discovered to have brittle fractures of their beam-column connections. This behavior had not be...
Fully-restrained connection failures resulting from the 1994 Northridge earthquake caused increased ...
Evaluation of seismic performance of moment-resisting (MR) steel frames is usually carried out assum...