Index Catalog // ScholarsArchive@OSU

Behavior of a One-Sixth Scale Wood-Framed Residential Structure under Wave Loading

Creator:: Wilson, Jebediah S., Gupta, Rakesh, van de Lindt, John W., Clauson, Milo, and Garcia, Rachel
Abstract:: The goal of this study was to develop an understanding of the nature of wave loading on a wood-framed scale residential building model for a variety of building configurations and test conditions. Testing was performed on a 1/6th scale two-story wood-framed residential structure. The structure was impacted with waves and...
Resource Type:: Article
Full Text:: de Lindt, M.ASCE3; Milo Clauson4; and Rachel Garcia5 Abstract: The goal of this study was to develop

Quake, Rattle, and Roll: Simulating "The Big One" with dynamic earthquake tests

Creator:: Davis, Caryn
Abstract:: Earthquake tests have trouble imitating the randomness and varied nature of actual earthquakes. Scientists seek to remedy this and make buildings safer by creating dynamic tests that imitate the random nature of earthquakes. Featuring Dr. Rakesh Gupta.
Resource Type:: Learning Object
Full Text:: Milo Clauson (WSE). The walls are built of 2 x 4 Douglas-fir with OSB sheathing on the “outside” and

Effectiveness of Small Onshore Seawall in Reducing Forces Induced by Tsunami Bore: Large Scale Experimental Study

Creator:: Oshnack, Mary Elizabeth, Aguíñiga, Francisco, Cox, Daniel, Gupta, Rakesh, and van de Lindt, John
Abstract:: Tsunami force and pressure distributions on a rigid wall fronted by a small seawall were determined experimentally in a large-scale wave flume. Six different seawall heights were examined, two of which were exposed to a range of solitary wave heights. The same experiment was done without a seawall for comparison....
Resource Type:: Article
Full Text:: support. We hereby acknowledge the work of Milo Clauson of Oregon State University, Francisco Galan of San

Location of the neutral axis in wood beams

Creator:: Holm, Sarah C.
Abstract:: It is commonly accepted that for the analysis of wood beams, the neutral axis coincides with the centroid of the beam. Although this assumption is used in analysis, wood is not an isotropic material, as it has different elastic properties in the tangential, radial and longitudinal directions, nor is it...
Resource Type:: Honors College Thesis
Full Text:: Engineering Milo Clauson Committee Member, representing Wood Science and Engineering Director, School of

Tsunami bore forces on a compliant residential building model

Creator:: van de Lindt, John W., Gupta, Rakesh, Garcia, Rachel A., and Wilson, Jebediah
Abstract:: The forces exerted on light-frame wood buildings as a result of surge and waves are not fully understood. With a better understanding of these types of forces, it may eventually be possible to build coastal structures to better withstand the loads. In this paper, a recent two part experimental study...
Resource Type:: Article
Full Text:: , an undergraduate research assistant. Mr. Milo Clauson pro- vided instrumentation and DAQ expertise

Effect of growth ring orientation and placement of earlywood and latewood on moe and mor of very-small clear Douglas-fir beams

Creator:: Grotta, A. T., Leichti, R. J., Gartner, Barbara L., and Johnson, G. R.
Abstract:: ASTM standard sizes for bending tests (either 50 × 50 mm or 25 × 25 mm in cross-section) are not always suitable for research purposes that characterize smaller sections of wood. Moreover, the ASTM standards specify loading the sample on the longitudinal-tangential surface. If specimens are small enough, then the...
Resource Type:: Article
Full Text:: Sether and Milo Clauson for technical assistance and Nancy Mandel, Robert Kennedy, and an anonymous

Monotonic and cyclic load testing of partially and fully anchored wood-frame shear walls

Creator:: Seaders, Peter, Gupta, Rakesh, and Miller, Thomas H.
Abstract:: The objectives of this study were to evaluate the performance of wood-frame shear walls under monotonic and cyclic loads by: 1) determining variability of shear wall performance; 2) comparing performance of walls under each loading protocol; 3) evaluating effects of anchorage on wall performance; and 4) evaluating performance of walls...
Resource Type:: Article
Full Text:: , grant number 2003-35103-12918. We thank Milo Clauson of Oregon State University for as- sistance in

Seismic performance testing of partially and fully anchored wood-frame shear walls

Creator:: White, Kevin B. D., Miller, Thomas H., and Gupta, Rakesh
Abstract:: Earthquake performance of wood-frame shear walls was evaluated by comparing fully and partially anchored walls under monotonic, cyclic, and earthquake loads and comparing with code measures. Suitability of monotonic and cyclic testing to predict seismic performance was examined. Earthquake tests were conducted on 2440-mm-square walls with Douglas-fir studs. Two oriented...
Resource Type:: Article

Establishing a through-boring pattern and method of test for utility poles

Creator:: Elkins, Lori A.
Abstract:: The goal of this study was to optimize a through-boring pattern that will provide adequate preservative penetration while minimizing the reduction in overall pole bending strength. Hole spacing was developed using longitudinal and transverse chemical penetration data from previous studies. Finite element analysis was used as a preliminary assessment tool...
Resource Type:: Masters Thesis
Full Text:: . Milo Clauson who designed the testing apparatus and helped me through every stage of the process

Hybridized framing to modify load paths and enhance wood shearwall performance

Creator:: Bultena, Sarah M.
Abstract:: 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, and other geometries. Many heavy timber frames constructed during colonial American times are still standing, exceeding the expected...
Resource Type:: Masters Thesis
Full Text:: : Robert J. Leichti Milo Clauson Devco Engineering Stanley Fastening Systems, L.P

ScholarsArchive@OSU

Behavior of a One-Sixth Scale Wood-Framed Residential Structure under Wave Loading

Quake, Rattle, and Roll: Simulating "The Big One" with dynamic earthquake tests

Effectiveness of Small Onshore Seawall in Reducing Forces Induced by Tsunami Bore: Large Scale Experimental Study

Location of the neutral axis in wood beams

Tsunami bore forces on a compliant residential building model

Effect of growth ring orientation and placement of earlywood and latewood on moe and mor of very-small clear Douglas-fir beams

Monotonic and cyclic load testing of partially and fully anchored wood-frame shear walls

Seismic performance testing of partially and fully anchored wood-frame shear walls

Establishing a through-boring pattern and method of test for utility poles

Hybridized framing to modify load paths and enhance wood shearwall performance

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