Add to ORKGThesis. 1976. M.S.--Massachusetts Institute of Technology. Dept. of Civil Engineering.Microfiche copy available in Archives and Engineering.Includes bibliographical references.M.S
The behavior of low-rise steel shear buildings, moment frame buildings, and X-braced buildings, sub...
The design response spectrum has been widely used in seismic design to estimate force and deformatio...
This thesis presents an investigation of response of simple inelastic systems with high damping subj...
In this investigation, the inelastic behavior of low-rise buildings with steel moment-resisting fra...
In this investigation, the inelastic behavior of low-rise buildings with steel moment-resisting fra...
239 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1988.In this investigation, the in...
239 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1988.In this investigation, the in...
This report summarizes the status of knowledge on the inelastic deformability of steel members and f...
The performance level of low and medium-rise steel frames designed according to the common force/str...
The performance level of low and medium-rise steel frames designed according to the common force/str...
The performance level of low and medium-rise steel frames designed according to the common force/str...
Because of the importance being placed by modern building codes of practice on the need for the dete...
The 2010 AISC Specification establishes the Direct Analysis Method (DM) as the standard stability an...
High ductility and architectural versatility characteristics make Steel Moment Frames (SMF) one of t...
This thesis deals with the seismic behaviour of steel frames with particular focus on structures th...
The behavior of low-rise steel shear buildings, moment frame buildings, and X-braced buildings, sub...
The design response spectrum has been widely used in seismic design to estimate force and deformatio...
This thesis presents an investigation of response of simple inelastic systems with high damping subj...
In this investigation, the inelastic behavior of low-rise buildings with steel moment-resisting fra...
In this investigation, the inelastic behavior of low-rise buildings with steel moment-resisting fra...
239 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1988.In this investigation, the in...
239 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1988.In this investigation, the in...
This report summarizes the status of knowledge on the inelastic deformability of steel members and f...
The performance level of low and medium-rise steel frames designed according to the common force/str...
The performance level of low and medium-rise steel frames designed according to the common force/str...
The performance level of low and medium-rise steel frames designed according to the common force/str...
Because of the importance being placed by modern building codes of practice on the need for the dete...
The 2010 AISC Specification establishes the Direct Analysis Method (DM) as the standard stability an...
High ductility and architectural versatility characteristics make Steel Moment Frames (SMF) one of t...
This thesis deals with the seismic behaviour of steel frames with particular focus on structures th...
The behavior of low-rise steel shear buildings, moment frame buildings, and X-braced buildings, sub...
The design response spectrum has been widely used in seismic design to estimate force and deformatio...
This thesis presents an investigation of response of simple inelastic systems with high damping subj...