Civil Engineering Association

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Hi friends
Please anybody can share these documents;
Local inelastic collapse of pressurised thin cylindrical steel shells under axial compression

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Stress amplification in unstiffened steel silos and tanks

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thanks

here you are:

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Dear friends
Please somebody can share this material;
The state of the art in infilled frames

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thanks in advance

Please share these documents:
Title: State-of-the-art review of highway bridge columns retrofitted with FRP jackets
Creator(s): Lan, Yi M.; Sotelino, Elisa D.; Chen, Wai F.
Date: 1998

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Title: Seismic performance of RC columns strengthened with Dyneema fiber-reinforced polymer sheets
Creator(s): Wu, Zhishen S.; Gu, D. S.; Wu, G.; Hirahata, H.
Date: 2006

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Title: Determination of defect criticality and the resulting performance effects of CFRP strengthened RC beams
Creator(s): Delaney, Jason C.; Karbhari, Vistasp M.
Date: [2005]

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The state of the art in infilled frames:

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Dear Friends,
I need these reports:

Performance of seismic isolation hardware under service and seismic loading:

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A study of the coupled horizontal-vertical behavior of elastomeric and lead-rubber seismic isolation bearings:

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Experimental study of seismic isolation systems with emphasis on secondary system response and verification of accuracy of dynamic response history analysis methods:

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Performance of seismic isolation hardware under service and seismic loading

This report is here.

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Best regards

Dear members,

I need this report:

Experimental and analytical study of the inelastic behavior of double angle bracing members under severe cyclic loading

Aslani, Farhang; Goel, Subhash C.

UMCE 89-5, Ann Arbor, Mich. : Department of Civil Engineering, University of Michigan, 1989-02, PDF (41 MB) (515/A84/1989)

Seventeen full-scale bracing members made of double angles in A36 steel with welded stitches and end gusset plates were tested under large cyclic deformations representative of severe earthquakes. Three types of section configuration, conventional back-to-back, strengthened back-to-back, and boxed section configuration, were investigated. Early fracture due to local buckling is the common mode of failure of conventional back-to-back angles. Strengthening of conventional back-to-back angles by welding two inclined plates does not improve member response due to unsymmetric buckling.

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regards,
apocalipse

Experimental and analytical study of the inelastic behavior of double angle bracing members under severe cyclic loading

This report is here.

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Dear friends,
It would be very appreciated if anybody can share this report.

An experimental study of the behavior of dual steel systems

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thanks in advance

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ssobhan

atram

ssobhan

arshiakh

atram

pezhmankhan

arshiakh

apocalipse

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