Index Catalog // ScholarsArchive@OSU

The effects of nail bending-yield stress and biological deterioration on the cyclic performance of shearwalls

Creator:: Anderson, Erin N.
Abstract:: Key parts of the lateral force resisting system in wood-frame buildings are the shearwafls and the connections. The connections in wooden buildings are the primary source of ductility and energy dissipation; these are essential properties when buildings are exposed to lateral forces, such as wind and earthquakes. Shearwall design is...
Resource Type:: Masters Thesis
Full Text:: , (right) fatigue 105 C14 Sheathing nail failure modes for Wall 1, fyb=87 ksi 106 015 Sheathing nail

Strain distribution in OSB and GWB in wood frame shear walls

Creator:: Sinha, Arijit
Abstract:: The overall goal of this study was to gain an insight into the load sharing aspect between oriented strand board (OSB) and gypsum wall board (GWB) in shear wall assembly during racking load. More specifically the objectives of the study were to: (1) evaluate qualitatively the load sharing between OSB...
Resource Type:: Masters Thesis
Full Text:: into the load sharing aspect between oriented strand board (OSB) and gypsum wall board (GWB) in shear

Effects of reference displacement and damage accumulation in wood shear walls subjected to the CUREE protocol

Creator:: Langlois, Jeffrey D.
Abstract:: The objectives of this study are: (1) to evaluate the effect of reference displacement on wall behavior under fully reversed cyclic loading using the CUREE test protocol and (2) to assess damage accumulation (visible fastener damage and stiffness degradation) for the imposed drift levels. All tests were conducted on identical...
Resource Type:: Masters Thesis
Full Text:: LIST OF FIGURES Figure Page 1 Shear Wall Specimen 10 2 Load Frame and Shear Wall Specimen 12 3 Data

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:: studs regularly spaced with wood structural panel sheathing attached to the wall frame. This assembly

Performance of partially and fully anchored wood frame shear walls under monotonic, cyclic and earthquake loads

Creator:: Seaders, Peter
Abstract:: The objectives of this study were to evaluate the performance of wood frame shear walls under monotonic, cyclic and earthquake loads by: (1) estimating the variability of shear wall performance, (2) comparing the performance of walls under each loading protocol, (3) evaluating the effects of anchorage on wall performance, and...
Resource Type:: Masters Thesis
Full Text:: variability of shear wall performance, (2) comparing the performance of walls under each loading protocol, (3

The effect of hold-down misplacement on the strength and stiffness of wood shear walls

Creator:: Lebeda, Dana J.
Abstract:: The objective of this study was to determine the effect of misplaced hold-downs on the static and cyclic behavior of wood shear walls. Three shear wall configurations were considered in this study. The first configuration (control) had hold-downs at the ends of the wall (wall type 1), the second configuration...
Resource Type:: Masters Thesis
Full Text:: - downs on the static and cyclic behavior of wood shear walls. Three shear wall configurations were

A Methodological Approach for Structural Health Monitoring of Mass-Timber Buildings Under Construction

Creator:: Baas, Esther J.
Abstract:: As mass-timber building construction rises around the globe, there exists the need to verify the long-term, in-situ behavior and performance of these structural systems. Structural health monitoring (SHM), generally defined as a damage detection strategy consisting of a network of sensors, a data acquisition system, and algorithms for data analysis,...
Resource Type:: Masters Thesis
Full Text:: long-term seismic performance, long-term shear wall performance, and deflections of proprietary LVL

The performance of wood frame shear walls under earthquake loads

Creator:: White, Kevin Bradish DelGrande
Abstract:: The overall goal of this study is to evaluate the earthquake performance of wood frame shear walls, and more specifically: (1) to compare the performance differences of fully and partially anchored walls under monotonic, cyclic, and earthquake loads, (2) to compare wall performance under earthquake loads with that of standardized...
Resource Type:: Masters Thesis
Full Text:: Performance 57 SHEAR WALL RESPONSE DUE TO A SEQUENCE OF EARTHQUAKE TESTS 58 Failure Modes 58 Performance

Analysis of conventionally reinforced concrete bridge girders for low-cycle fatique in shear

Creator:: Forrest, Richard W. B.
Abstract:: Increasing load magnitudes and loss of reinforcing steel cross-sectional area from corrosion creates the potential for low-cycle fatigue (LCF) in conventionally reinforced concrete (CRC) bridge girders lightly reinforced for shear. LCF of reinforcing steel may be of particular concern. Little data are available for LCF of reinforcing steel without stress...
Resource Type:: Masters Thesis

Glass-fabric-laminate facing and alkyd isocyanate foamed-in-place core sandwich material, tested in shear

Creator:: Werren, Fred and Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed 1958. Original report issued April 1952.
Resource Type:: Technical Report
Full Text:: number of tests were made at the Forest Products Laboratory to determine the shear fatigue properties of

ScholarsArchive@OSU

The effects of nail bending-yield stress and biological deterioration on the cyclic performance of shearwalls

Strain distribution in OSB and GWB in wood frame shear walls

Effects of reference displacement and damage accumulation in wood shear walls subjected to the CUREE protocol

Hybridized framing to modify load paths and enhance wood shearwall performance

Performance of partially and fully anchored wood frame shear walls under monotonic, cyclic and earthquake loads

The effect of hold-down misplacement on the strength and stiffness of wood shear walls

A Methodological Approach for Structural Health Monitoring of Mass-Timber Buildings Under Construction

The performance of wood frame shear walls under earthquake loads

Analysis of conventionally reinforced concrete bridge girders for low-cycle fatique in shear

Glass-fabric-laminate facing and alkyd isocyanate foamed-in-place core sandwich material, tested in shear

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