Remediation and Improvement of Concrete by Bacterial Mediated Carbonate Deposition
p.3373
p.3373
The Strength of the Steel Bar Embedded in the Masonry Wall
p.3377
p.3377
The Application of Parametric Design in Landmark Building Creation
p.3381
p.3381
Test Study on Size Effect of Flexural Performance of RC Free Beams
p.3385
p.3385
The Finite Element Analyses for Beam Strengthen-Bolt Spliced Connection for Steel Moment Frame
p.3390
p.3390
Temperature Stress Monitor and Computation on Foundation Mass Concrete Construction Process
p.3394
p.3394
Research on Digital Image Based Displacement Measurement Method
p.3399
p.3399
Preliminary Experimental Results of a Masonry Building Prototype Subject to Harmonic Forces of Different Intensity
p.3405
p.3405
Tensile Strength Test and Analysis for Bolts with Hot-Dip Galvanizing
p.3412
p.3412
The Finite Element Analyses for Beam Strengthen-Bolt Spliced Connection for Steel Moment Frame
Abstract:
Two types of beam Strengthening-Bolt spliced connection were analyzed by using ABAQUS. The results showed that Beam Strengthen- Bolt Spliced Connection can effectively make the relocation of the plastic hinge. The plastic rotation and energy dissipation capacity of beam Strengthen-Bolt spliced connection exhibited excellent.
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Periodical:
Advanced Materials Research (Volumes 446-449)
Pages:
3390-3393
Citation:
Online since:
January 2012
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© 2012 Trans Tech Publications Ltd. All Rights Reserved
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