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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
121

CONSIDERATIONS FOR USING THE DYNAMIC INERTIA METHOD IN ESTIMATING RIGID BODY INERTIA PROPERTY

LAZOR, DANIEL R., Jr. 06 October 2004 (has links)
No description available.
122

A Triangulation-Based Approach to Nonrigid Image Registration

Linden, Timothy R. 12 July 2011 (has links)
No description available.
123

True forces in dowels in rigid pavement joints

Cinadr, Edward Michael January 1997 (has links)
No description available.
124

Route 2 rigid pavement project: Placement, testing and data analysis of instrumentation on slabs 1 thru 9

Bazeley, Christopher C. January 1995 (has links)
No description available.
125

Use of iterative technologies for the rigid-viscoplastic finite element analysis

Li, Ching-Chang January 1986 (has links)
No description available.
126

Rigid pavement condition evaluation using dynaflect and falling weight deflectometer measurements

Mehta, Jay January 1990 (has links)
No description available.
127

Pavement response to environmental factors

Von Handorf, Jeffrey J. January 1997 (has links)
No description available.
128

Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs.

Fu, F., Lam, Dennis, Ye, J. January 2010 (has links)
Semi-rigid composite connections with precast hollowcore slabs are a newly developed technique with few applications in current construction practice. The research on the structural behaviour of this new type of connection is limited, with no existing method available to predict its important characteristics such as moment and rotation capacities. In this paper, based on the parametric studies of the three-dimensional finite element model and full-scale tests, analytical methods to calculate the moment and rotation capacity of this type of composite joint are proposed. A comparison between the proposed calculation method and the full-scale test results was made, and good agreement was obtained.
129

Analytical model of semi-rigid composite joints with steel beams and precast hollowcore slabs

Lam, 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.
130

Direct Strength Method for the Flexural Design of Through-Fastened Metal Building Roof and Wall Systems under Wind Uplift or Suction

Gao, Tian 15 August 2012 (has links)
The design of metal building roof and wall systems under uplift and suction wind loading is complicated because the laterally unbraced purlin and girt's free flange is compressed, and the cross-section rotates due to the shear flow. The objective of this thesis is to introduce a Direct Strength Method (DSM) prediction approach for simple span purlins and girts with one flange through-fastened under uplift or suction loading. This prediction method is also applicable for the case when rigid board insulation is placed between the metal panel and through-fastened flange. The prediction method is validated with a database of 62 simple span tests. To evaluate the prediction for the case when rigid board is used, 50 full-scale tests with rigid board insulation are conducted by the author of this thesis. In the experimental study panel failure, connection failure and member (purlin and girt) failure are observed, and they all limit the system's capacity. Another important contribution of this thesis is that it builds the foundation for future study of a general, mechanics-based limit state design approach for metal building roof and wall systems that can accommodate uplift and gravity loads, simple and continuous spans, and through-fastened and standing seam roofs. / Ph. D.

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