Spelling suggestions: "subject:"[een] JOINTS"" "subject:"[enn] JOINTS""
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Parametric study of semi-rigid composite joint with precast hollowcore slabsLam, Dennis, Ye, J., Fu, F. January 2007 (has links)
No
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662 |
Role of Joints and Rock Stresses in the Formation of Sandstone Caves in Northeastern OhioFiliano, Gina L. January 2014 (has links)
No description available.
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663 |
VAPOR PHASE SILANATION OF PLASMA-POLYMERIZED SILICA-LIKE FILMS BY 3-AMINOPROPYLTRIETHOXYSILANEWAGH, VIJAY HEMANT 27 September 2005 (has links)
No description available.
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664 |
Behavior of Transverse Joints in Precast Deck Panel SystemsSullivan, Sean R. 30 June 2003 (has links)
No description available.
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True forces in dowels in rigid pavement jointsCinadr, Edward Michael January 1997 (has links)
No description available.
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Design of a comprehensive computer aided design package for the design of mechanical jointsSwick, David A. January 1988 (has links)
No description available.
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667 |
Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column JointsFisher, Matthew John 03 September 2009 (has links)
No description available.
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Kinematic and passive resistive properties of human shoulder hip and elbow complexes /Chen, Shuenn-muh January 1986 (has links)
No description available.
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669 |
Frequency response estimation of manipulator dynamic parametersAboussouan, Patrick January 1986 (has links)
No description available.
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670 |
Analytical model of semi-rigid composite joints with steel beams and precast hollowcore slabsLam, Dennis, Ye, J., Fu, F. January 2007 (has links)
No / Composite construction incorporating steel beams and precast hollowcore slabs is a recently developed composite floor system for building construction. As the construction industry demands for rapid construction with reduction in cost and environmental impacts, this form of composite construction, which does not require major onsite concreting, has become very popular among the designers and engineers in the UK. This form of composite construction is so far limited to simple beam-column connections. A semi-rigid composite joint is developed which can provide sufficient moment and rotation capacity required for plastic analysis in composite beams design. An analytical model for the semi-rigid composite connection is proposed and is verified with the experimental data and good agreement is obtained.
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