Steel Tips

[verongskey]

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Steel Tips
Seismic Behavior and Design of Steel Shear Walls

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Steel Tips
Design of Reduced Beam Section (RBS) MOment Frame Connection

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[verongskey]

Steel Tips
Use of Deep Columns in Special Moment Frames (June 2002)

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[verongskey]

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[abudabeeja]

Seismic design of bolted steel moment-resisting frames

info:
Seismic design of bolted steel moment-resisting frames
By Abolhassan Astaneh-Asl
Publisher: Structural Steel Educational Council
Number Of Pages: 82
Publication Date: 1995
ISBN-10 / ASIN: B0006QDRFI
ISBN-13 / EAN:
RAR-ed PDF 20 MB


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[kowheng]

Mirror Links: Steel Tips-Design of Reduced Beam Section (RBS) Moment Frame Connection

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Mirror Links:Steel Tips-Seismic Design of Bolted Steel Moment-Resisting Frames

PDF|RAR 26.56|23.33 MB

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[struceng]

All steel tips given in this thread (Part1/2/3 and others, 50 mB):

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Password: MirrorEA [just kidding, there is no password :)]

Regards.

[andersen3]

only "Design of Reduced Beam Section (RBS) Moment Frame Connection" and "Seismic Design of Bolted Steel Moment-Resisting Frames" are available; for the rest the links are dead.
please repost

[monter]

new link for all steel tips given in previous posts

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Uploaded: Nov/23/2012, File Size: PDF/RAR 111/101 MB, RAR'd 41 PDFs, No pass

[pezhmankhan]

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[ssobhan]

Steel Tips

Size: 102 MB | Format: PDF

The Structural Steel Educational Council (SSEC) is a nonprofit corporation organized under the laws of the State of California in 1975, for the purpose of producing and distributing educational material. The groups served are educational institutions, public officials, architects, engineers, and other persons or agencies involved with the use of structural steel in construction. This educational material is made available in the publication titled Steel TIPS. The SSEC also helps sponsor educational seminars and events focused on assisting design professional and engineering students. The SSEC Membership includes industry-recognized engineers, researchers and other experts in various aspects of design and construction of steel structures. Such expertise allows the SSEC to maintain a leading edge in the latest technologies for the use of structural steel in construction.

Content
■ Steel Plate Shear Walls – Performance Based Design
■ Welding of Seismically-Resistant Steel Structures
■ Notes on Gusset Plates in Steel Trusses-Evaluation, Repair and Retrofit
■ The Design of Continuity Plate Welds in Special Moment Frames
■ Notes on Blast Resistance of Steel and Composite Building Structures
■ Gusset Plates in Steel Bridges-Design and Evaluation
■ Steel Plate Shear Walls: An Option for Lateral Resistance in High-Rise Core Wall Buildings
■ Economy of Steel-Framed Buildings For Seismic Loading
■ A Comparison of Frame Stability Analysis Methods in AISC 360-05
■ Quality Assured Steel Bridge Fabrication and Erection
■ Seismic Behavior and Design of Base Plates in Braced Frames
■ Cost-Effective Steel Bridge Fabrication and Erection
■ Early California Accelerated Steel Bridge Construction
■ Design of RBS Connections for Special Moment Frames
■ Progressive Collapse Prevention of Steel Frames with Shear Connections
■ Seismic Detailing of Gusset Plates for Special Concentrically Braced Frames
■ Alfred Zampa Memorial Steel Suspension Bridge
■ Buckling and Fracture of Concentric Braces Under Inelastic Loading
■ Notes on Design of Double-Angle and Tee Shear Connections for Gravity and Seismic Loads
■ Design of Shear Tab Connections for Gravity and Seismic Loads
■ Seismic Design of Buckling-Restrained Braced Frames
■ Special Concentric Braced Frames
■ Steel Construction in the New Millennium
■ Cost Considerations for Steel Moment Frame Connections
■ Use of Deep Columns In Special Steel Moment Frames
■ Seismic Behavior and Design of Composite Steel Plate Shear Walls
■ Notes on Design of Steel Parking Structures – Including Seismic Effects
■ Seismic Behavior and Design of Steel Shear Walls
■ Metal Roof Construction on Large Warehouses or Distribution Centers
■ Large Seismic Steel Beam-to-Column Connections
■ Welded Moment Frame Connections With Minimal Residual Stress
■ Design of Reduced Beam Section (RBS) Moment Frame Connections
■ Practical Design and Detailing of Steel Column Base Plates
■ Seismic Behavior and Design of Gusset Plates
■ Compatibility of Mixed Weld Material
■ Dynamic Tension Tests of Simulated Moment Resisting Frame Weld Joints
■ Seismic Design of Steel Column-Tree Moment Resisting Framese
■ Quick Reference Guide for Structural Steel Welding Practices
■ Seismic Design Practice For Eccentrically Braced Frames
■ Seismic Design of Special Concentrically Braced Steel Frames
■ Seismic Design of Bolted Steel Moment-Resisting Frames
■ Structural Details to Increase Ductility of Connections
■ USE OF STEEL IN THE SEISMIC RETROFIT of HISTORIC OAKLAND CITY HALL
■ Common Steel Erection Problems and Suggested Solutions
■ Heavy Structural Shapes in Tension Applications
■ Structural Steel Construction in The 90′s
■ Economical Use of Cambered Steel Beams
■ Value Engineering and Steel Economy
■ SLOTTED BOLTED CONNECTION ENERGY DISSIPATERS
■ What Design Engineers Can Do To Reduce Fabrication Costs
■ Designing for Cost Efficient Fabrication
■ STEEL DECK CONSTRUCTION
■ LRFD-COMPOSITE BEAM DESIGN with METAL DECK
■ Design of single Plate Shear Connections
■ Design of Small Base Plates for Wide Flange Columns*
■ The Economies of. LRFD in Composite Floor Beams
■ EXTERIOR WALL CONNECTIONS TO STEEL FRAMING
■ COMPOSITE BEAM DESIGN WITH METAL DECK
■ UN FIRE PROTECTED EXPOSED STEEL PARKING STRUCTURES
■ STEEL HIGH-RISE BUILDING FIRE
■ Design Practice to Prevent Floor Vibrations
■ Fireproofing Open-Web Joists & Girders

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This post has been made by [b]CivilEA Post-Generator v2.2.0

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excuse me, my post is similar Post: #8.