WorldCat Identities

McLean, David I.

Overview
Works: 38 works in 75 publications in 1 language and 735 library holdings
Genres: Academic theses 
Roles: Author
Classifications: TG260, 624.2
Publication Timeline
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Most widely held works by David I McLean
Punching shear resistance of lightweight concrete offshore structures for the Arctic : literature review by David I McLean( Book )

4 editions published in 1986 in English and held by 140 WorldCat member libraries worldwide

Punching shear resistance of lightweight concrete offshore structures for the Arctic : 1/25-scale model study by David I McLean( Book )

5 editions published in 1986 in English and held by 137 WorldCat member libraries worldwide

Dynamic impact factors for bridges by David I McLean( Book )

3 editions published in 1998 in English and held by 124 WorldCat member libraries worldwide

This synthesis will be of interest to state department of transportation and consulting bridge, structural, and research engineers. The synthesis describes the current state of the practice for determining dynamic impact factors for bridges. Information for the synthesis was collected by surveying U.S. and Canadian transportation agencies and by conducting a literature search using domestic and foreign sources. This report of the Transportation Research Board documents relevant background and recent information with regard to vehicular dynamic load effects on bridges. It provides details on the basic concepts of bridge dynamics, including identification of the main variables affecting bridge dynamic response. In addition, current code provisions for accounting for vehicular dynamic load effects for new bridge design and load evaluation of existing bridges are reported, including a discussion on the background of the provisions. Finally, a discussion of observed field problems associated with vehicular dynamic load effects, as obtained from the survey, are included
Punching shear resistance of lightweight concrete offshore structures for the Arctic : planning of experimental study by Long T Phan( )

2 editions published in 1986 in English and held by 51 WorldCat member libraries worldwide

Analytical modeling of foundations for seismic analysis of bridges by William F Cofer( Book )

4 editions published in 1994 in English and held by 27 WorldCat member libraries worldwide

Experimental response and analysis of the Evergreen Point Floating Bridge by David I McLean( Book )

5 editions published between 2002 and 2003 in English and held by 19 WorldCat member libraries worldwide

On January 20, 1993, the Evergreen Point Floating Bridge incurred structural damage at two mooring cables and at various other locations during a storm event of approximately the 20-year return period magnitude. The two mooring cables damaged were the shorter and stiffer cables located at the ends of the bridge and were likely damaged due to load attraction issues. Following the 1993 storm, special replacement cables were installed near the areas where cable distress was noted to improve the performance of the floating bridge during storms
Retrofit of split bridge columns by David I McLean( Book )

4 editions published between 2000 and 2001 in English and held by 17 WorldCat member libraries worldwide

Seismic retrofitting of rectangular bridge columns for shear by David I McLean( Book )

6 editions published in 1992 in English and held by 16 WorldCat member libraries worldwide

Seismic performance of bridge columns with interlocking spiral reinforcement by David I McLean( Book )

1 edition published in 1994 in English and held by 15 WorldCat member libraries worldwide

Seismic performance and retrofit of multi-column bridge bents by David I McLean( Book )

3 editions published in 1998 in English and held by 15 WorldCat member libraries worldwide

Seismic behavior and retrofit of bridge knee joint systems by David I McLean( Book )

1 edition published in 2005 in English and held by 14 WorldCat member libraries worldwide

Seismic evaluation and retrofit of bridge substructures with spread and pile-supported foundations by David I McLean( Book )

2 editions published in 1995 in English and held by 13 WorldCat member libraries worldwide

Analytical evaluation of retrofit strategies for multi-column bridges by William F Cofer( Book )

2 editions published in 1997 in English and held by 12 WorldCat member libraries worldwide

Moment-reducing hinge details for the bases of bridge columns by David I McLean( Book )

3 editions published in 1990 in English and held by 11 WorldCat member libraries worldwide

Effect of intermediate diaphragms to prestressed concrete bridge girders in over-height truck impacts by Pizhong Qiao( )

2 editions published in 2008 in English and held by 11 WorldCat member libraries worldwide

Seismic retrofit of cruciform-shaped columns in the Aurora Avenue Bridge using FRP wrapping by David I McLean( )

3 editions published in 2010 in English and held by 11 WorldCat member libraries worldwide

One of the major problems associated with the seismic response of older reinforced concrete bridges has been brittle shear failure of inadequately reinforced bridge columns. The study reported in this thesis consisted of an experimental investigation of cruciform-shaped column specimens representative of columns in the SR-99 Aurora Avenue Bridge located in Seattle, Washington. The primary goal was to evaluate the effectiveness of fiber reinforced polymer (FRP) composite wrapping for enhancing the seismic shear strength of the columns. Five large-scale cruciform-shaped columns were subjected to increasing levels of cyclic displacements representative of seismic loading. Parameters varied in the tests included the presence or absence of FRP wrapping, presence or absence of reentrant corner anchorage, type of reentrant corner anchorage used, and the presence or absence of plastic hinge zone confinement. Two unretrofitted specimens were tested to examine the performance of the as-built columns with deficient transverse reinforcement, and three specimens were tested after retrofitting with carbon fiber FRP composite wrapping. The performance of the tested specimens was evaluated based on failure mode, peak displacement levels attained before failure, and hysteretic behavior. The as-built column specimens experienced a brittle shear failure at limited displacement levels. Retrofitting using FRP wrapping but without reentrant corner anchorage slightly improved the seismic performance of the column, but the specimen still experienced a brittle shear failure at only slightly larger displacement levels than those attained in the as-built specimens. Column specimens retrofitted with FRP wrapping and reentrant corner anchorage showed significant improvement in the seismic performance with enhanced strength, energy and ductility capacities. Evaluation of the FRP jacket stresses indicated that the FRP jacket remained elastic under large cyclic shear forces and provided the required shear strength enhancement. To prevent bulging in the plastic hinge region, one specimen was retrofitted with a grout filled steel collar throughout the plastic hinge length. Design and detailing guidelines for retrofitting cruciform-shaped columns are proposed. The guidelines include jacket thicknesses and reentrant corner anchorage required to prevent shear failure in the column
Seismic analysis of the westbound lanes of the I-90 bridges crossing Mercer Slough by David I McLean( Book )

1 edition published in 1994 in English and held by 10 WorldCat member libraries worldwide

Noncontact lap splices in bridge column-shaft connections by David I McLean( Book )

2 editions published in 1997 in English and held by 10 WorldCat member libraries worldwide

Mitigation strategies for early-age shrinkage cracking in bridge decks by Pizhong Qiao( )

1 edition published in 2010 in English and held by 8 WorldCat member libraries worldwide

Early-age shrinkage cracking has been observed in many concrete bridge decks in Washington State and elsewhere around the U.S. The cracking increases the effects of freeze-thaw damage, spalling, and corrosion of steel reinforcement, thus resulting in premature deterioration and structural deficiency of the bridges. In this study, the main causes of the early-age cracking in the decks are identified, and concrete mix designs as a strategy to prevent or minimize the shrinkage cracking are evaluated. Different sources (eastern and western Washington) and sizes of aggregates are considered, and the effects of paste content, cementitious materials (cement, fly ash, silica fume, slag), and shrinkage reducing admixture (SRA) are evaluated. A series of fresh, mechanical and shrinkage property tests were performed for each concrete mix. The outcomes of this study identify optimum concrete mix designs as appropriate mitigation strategies to reduce or eliminate early-age shrinkage cracking and thus help minimize shrinkage cracking in the concrete bridge decks, potentially leading to longer service life
Seismic behavior and retrofit of outrigger knee joints by Nasim Khalil Shattarat( )

1 edition published in 2004 in English and held by 6 WorldCat member libraries worldwide

Threshold principal tension stress values for evaluating existing outrigger joints with similar steel arrangement to those present in the Spokane Street Overcrossing were established. Principal tension stress values of 4.5 [special characters omitted] psi (0.38 [special characters omitted] MPa) and 6.0 [special characters omitted] psi (0.50 [special characters omitted] MPa) were set as limits beyond which joint shear cracking and joint failure, respectively, are expected
 
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Alternative Names
McLean, D. I (David Ian), 1958-

McLean, David (David Ian), 1958-

McLean, David Ian, 1958-

Languages
English (55)