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Civil Engineering Association eBooks Structural Books Steel Seismic Behavior of Steel Buildings with Combined Rigid and Semi-Rigid Frames

Seismic Behavior of Steel Buildings with Combined Rigid and Semi-Rigid Frames
Away  preceptor

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#1
11-18-2009, 06:38 PM (This post was last modified: 08-01-2011, 12:01 PM by Grunf.)
Seismic Behavior of Steel Buildings with Combined Rigid and Semi-Rigid Frames

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Research

Dr. Shen's expertise and research interests are in the areas of inelastic behavior of steel structures and earthquake engineering, including cyclic behavior and earthquake-resistant design of steel structures, wind and earthquake induced dynamic problems in structures, and seismic retrofit. His current research includes model-based simulations of large-scale structures; application of imaging technology in structural engineering collapse and failure of structures under natural and man-made disasters; performance-based design of steel structures using energy approach; and seismic study of semi-rigid steel frames. Current projects under study include: (1) Performance-based seismic design of concentrically and eccentrically braced frames; (2) Seismic study of deep column steel moment frames using model-based simulation; (3) Seismic design of steel column base plates; (4) Pushover study of building frames; (5) Inelastic behavior of lateral-torsional buckling; (6) Structural heath monitoring of building structures; and (7) Tension-compression balanced steel braced frames. Dr. Shen is a member of EERI, AISC and ASCE.

connections in steel structures
adapted from Shen, J., Steel Structures, Class Notes, IIT, Fall 2009
will be available soon

regards



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 oanm2000

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#2
11-18-2009, 10:25 PM
The Article Cover:

Seismic Behavior of Steel Buildings with Combined Rigid and Semi-Rigid Frames

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 oanm2000

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#3
11-20-2009, 12:26 AM
Dear Urbana:

As well I explain you, the cover that you post is the Full Cover of the Book where the article No. 27 is: "Seismic Behavior of Steel Buildings with Combined Rigid and Semi-Rigid Frames", pages from 253 to 264. Then the deleted cover it's the full book cover. You post only one article of more than 27.
Sorry. I thought that with the PM explanation was enough.
If you feel happy reposting the cover, Okey, but you must explain that this it's the full book cover too, and you post only part of those (only an article), not the full book.
Close discussion... Sorry

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