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Browsing by Author "Miller, Thomas H."
Now showing items 1-20 of 40
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Analytical and experimental investigation of the behavior of metal-plate-connected wood truss joints Vatovec, Milan (1995-11-16)A commercially available, three-dimensional (3-D) finite-element (FE) analysis program was used to model metal-plate-connected (MPC) joints in wooden trusses. The model's features included consideration of material pro ...
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Chńg, Guan B. (1996-05-01)
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Lee, Young-ki (1999-06-17)This study consists of three parts: 1) Part A: Limiting Height Evaluation for Composite Wall Tests, 2) Part B: Mid-Span Deflection Evaluation for Composite Wall Tests, and 3) Part C: Nominal Axial Strength Evaluation f ...
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Redlinger, Mark J., 1972- (1998-01-12)The objective of this research is to understand the behavior of metal-plate- connected (MPC) joints by examining actual MPC truss heel and tension splice joints subjected to hurricane wind load simulations and impact l ...
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Comparison of screening, evaluation, rehabilitation and design provisions for wood-framed structures Baxter, Preston (2004-02-09)Many publications, documents, codes and guidelines exist related to the seismic evaluation and rehabilitation design of existing buildings. This report discusses the assumptions and methods employed for investigation of ...
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Boon-intra, Sutaporn (2011-01-12)Infrastructures along the Oregon Coast are vulnerable to seismic events in the Cascadia Subduction Zone that could generate large tsunamis. Bridges along the coast are an important part of the transportation and lifeline ...
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Trautwein, Steven R. (1998-04-24)The recent increase in awareness of the seismic hazards in Oregon has led to a concern regarding the safety of Oregon State University buildings. While the decision has been made to initiate the seismic rehabilitation of ...
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Lucksiri, Kraisorn (2012-03-21)During the past several decades, earthquakes have caused extensive damage to buildings, including wood-frame, single-family dwellings, in the United States. In order to mitigate future losses, existing buildings in ear ...
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Chen, Jie, 1957- (1996-02-22)
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Waltz, Miles E. (1998-10-07)As part of a roof framing system, light-frame wood trusses often require lateral bracing to reduce the effective length for flexural buckling of compression web members. This observational research investigates the desig ...
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Kent, Scott M. (1995-11-17)The objectives of this research were to evaluate the behavior of actual metal-plate-connected (MPC) tension-splice and heel wood truss joints under seismic loads from the Northridge earthquake (tension-splice joints o ...
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Im, Eun Ho (2007-06-28)This study considered regional forest policies for sequestering carbon in existing forests in western Oregon. A model of log markets in western Oregon was employed to examine the impacts of forest policy changes on fut ...
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Lucksiri, Kraisorn; Miller, Thomas H.; Gupta, Rakesh; Pei, Shiling; van de Lindt, John W. (American Society of Civil Engineers, 2012-02)A numerical investigation is presented on effects of plan configuration on seismic responses of single-story, wood-frame dwellings. 151 models were developed using observations of 412 dwellings of rectangular, L, T, U, a ...
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Shen, Yuanhua (1995-11-02)In order to describe long term creep behavior of structural lumber in a natural environment, a bending test with twenty Douglas-Fir beams subjected to a constant load was set up in an open shed in the Forest Research L ...
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Heck, Leanne Renee (1997-11-06)The torsion test was evaluated as a method for determining the shear strength of full-size structural lumber. The evaluation involved an experimental length study, an experimental depth study, and a finite element stud ...
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Potisuk, Tanarat (2000-07-24)Three-dimensional finite element models are developed to simulate the behavior of four fill-scale reinforced concrete beams. The beams are constructed with different fiber-reinforced polymer (FRP) strengthening schemes, ...
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Bultena, Sarah M. (2006-06-26)Heavy timber framing relies primarily on bracing to withstand lateral loads due to earthquakes and wind events. Bracing configurations in heavy timber framed buildings vary widely and include cross bracing, knee bracing, ...
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Nguyen, Quang D. (2009-01-29)A methodology was developed to permit rectification and metrification of digital images of steel truss gusset plate connections. The approach will enable rapid and accurate collection of field measurements as compared to ...
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Kasal, Bohumil (1993-06-14)Stability analysis of truss chords loaded by a combination of axial and lateral forces is studied. A simple model based on beam-column theory is proposed and analyzed. The continuous truss chord is replaced by a beam ...
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Smith, Matthew T. (Matthew Todd) (2007-06-28)Article 1: Behavior of Epoxy Injected Diagonally Cracked Full-Scale CRC Deck-Girders. Many cast-in place reinforced concrete deck-girder bridges (RCDG) remain in the national inventory and exhibit diagonal cracking. E ...
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