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Creator:: Polocoser, Tiberiu, Miller, Thomas H., and Gupta, Rakesh
Abstract:: Remediation methods and strength predictions were evaluated for wood I-joists with single, circular holes in the webs, leaving utilities in place. A full-scale bending test using four equally spaced point loads was applied to three depths of joists with varying flange widths and span lengths of 4.88 and 2.44 m....
Resource Type:: Article
Full Text:: Wood I-Joists Tiberiu Polocoser, A.M.ASCE1; Thomas H. Miller, M.ASCE2; and Rakesh Gupta, M.ASCE3

Creator:: Sullivan, Kyle, Miller, Thomas H., and Gupta, Rakesh
Abstract:: Monotonic and cyclic tests were carried out to determine strength and stiffness characteristics of 2.44 m (8 ft) long shear connections with 8 mm and 10 mm diameter self-tapping screws. The goal of this research is to compare test values of cross-laminated timber (CLT) diaphragm connections in seismic force-resisting systems...
Resource Type:: Article
Full Text:: ), thomas.miller@oregonstate.edu (T.H. Miller), rakesh.gupta@oregonstate.edu (R. Gupta). Engineering Structures

Creator:: Polocoser, Tiberiu, Miller, Thomas H., and Gupta, Rakesh
Abstract:: Remediation methods and strength predictions were evaluated for wood I-joists with single, circular holes in the webs, leaving utilities in place. A full-scale bending test using four equally-spaced point loads was applied to three depths of joists with varying flange widths and span lengths of 4.88 m and 2.44 m....
Resource Type:: Article
Full Text:: of Wood I-Joists Polocoser, T., Miller, T. H., & Gupta, R. (2013). Evaluation of Remediation

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:: Publication No. W-02. Richmond, CA. Langlois JD, Gupta R, Miller T (2004) Effects of reference displacement

Creator:: Seaders, Peter, Miller, Thomas H., and Gupta, Rakesh
Abstract:: The objectives of this study were to evaluate the performance of wood-frame shear walls under monotonic, cyclic, and earthquake loads by: 1) comparing performance under each loading protocol; 2) evaluating effects of anchorage; and 3) eval-uating performance qualitatively and quantitatively with respect to code-deﬁned performance measures. Tests were conducted on...
Resource Type:: Article
Full Text:: characteristics of wood and gypsum diaphragms. J. Struct. Eng. 113(6):1357–1370. Filiatrault, A. and R. Foschi

Creator:: Kirkham, William J., Gupta, Rakesh, and Miller, Thomas H.
Abstract:: There are about 80 million single-family dwellings (SFD) in the United States, predominantly of wood-frame construction. Of these, 68% are owner occupied. A home is typically the largest single investment of a family, and is often not covered by earthquake insurance, even where it is available. Of all the houses...
Resource Type:: Article
Full Text:: . J., Gupta, R., & Miller, T. H. (2014). State of the Art: Seismic Behavior of Wood-Frame Residential

Creator:: Kirkham, William J., Gupta, Rakesh, and Miller, Thomas H.
Abstract:: There are about 80 million single-family dwellings (SFDs) in the United States, predominantly of wood-frame construction. Of these, 68% are owner-occupied. A home is typically the largest single investment of a family, and is often not covered by earthquake insurance, even where it is available. Of all the houses in...
Resource Type:: Article
Full Text:: . Kirkham, M.ASCE1; Rakesh Gupta, M.ASCE2; and Thomas H. Miller, M.ASCE3 Abstract: There are about 80

Creator:: Betts, Sarah C., Miller, Thomas H., and Gupta, Rakesh
Abstract:: It is commonly accepted in the analysis of wood beams that the neutral axis coincides with the beam's centroid. However, wood is not an isotropic material, has different elastic properties in the tangential, radial and longitudinal directions, and is non-homogeneous, as it contains characteristics such as knots. Therefore, there is...
Resource Type:: Article
Full Text:: this Article Betts, Sarah C. , Miller, Thomas H. and Gupta, Rakesh(2010) 'Location of the neutral axis

Creator:: Malone, Brian P., Miller, Thomas H., and Gupta, Rakesh
Abstract:: The objective of this study was to compare structural load path and system behavior of a light-frame (LF) and a timber frame (TF) structure. This load path analysis is part of a broader research effort that compares LF to TF residential structures. Structural analysis software was used to create a...
Resource Type:: Article
Full Text:: Timber Frame Building Brian P. Malone, S.M.ASCE1; Thomas H. Miller, M.ASCE2; and Rakesh Gupta, M.ASCE3

Creator:: Pfretzschner, Kathryn S., Gupta, Rakesh, and Miller, Thomas H.
Abstract:: The objective of this study was to develop and validate practical modeling methods for investigating load paths and system behavior in a realistic light-frame wood structure. The modeling methods were validated against full-scale tests on subassemblies and an L-shaped house. The model of the L-shaped house was then modified and...
Resource Type:: Article
Full Text:: Kathryn S. Pfretzschner1; Rakesh Gupta, M.ASCE2; and Thomas H. Miller, M.ASCE3 Abstract: The objective of

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