Index Catalog // ScholarsArchive@OSU

Development and comparison of stand-level bucking optimization methods

Creator:: Laroze, André J.
Abstract:: Heuristics based on Monte-Carlo Integer Programming (MCIP) and Tabu Search (TS) techniques were developed for generating easily implementable bucking rules that are applicable to entire stands (as opposed to individual stem classes), and for selecting the rule-set that provides the best feasible solution (given log prices and market constraints). A...
Resource Type:: Dissertation

HHMI Report 2011 Andres Alvarez.pdf

Creator:: Alvarez, Andres, Creason, Allison L., Thireault, Caitlin A., and Chang, Jeff H.
Abstract:: Many plant-associated Gram-negative bacteria, such a Pseudomonas syringae pv tomato DC3000 (PtoDC3000), use a type III secretion system (T3SS) to establish a host-microbe relationship with compatible plants. The T3SS resembles a molecular injection mechanism that allows the bacteria to deliver type III effectors (T3Es) directly into the cell of the...
Full Text:: Microbiology Letters 245, p.1–8. 3. Walhout, A. J., and Vidal, M., 2001, High-throughput yeast two-hybrid

HHMI Report 2011 Andres Alvarez.docx

Creator:: Alvarez, Andres, Creason, Allison L., Thireault, Caitlin A., and Chang, Jeff H.
Abstract:: Many plant-associated Gram-negative bacteria, such a Pseudomonas syringae pv tomato DC3000 (PtoDC3000), use a type III secretion system (T3SS) to establish a host-microbe relationship with compatible plants. The T3SS resembles a molecular injection mechanism that allows the bacteria to deliver type III effectors (T3Es) directly into the cell of the...
Full Text:: with plant immunity. FEMS Microbiology Letters 245, p.1–8. 3. Walhout, A. J., and Vidal, M., 2001

High order finite difference methods

Creator:: Iseri, Shellie M.
Resource Type:: Masters Thesis
Full Text:: , 1996. Title: High Order Finite Difference Methods Abstract approved Andre Weideman The one

Evaluation of seismic response directional combination rules for existing plan irregular reinforced concrete buildings

Creator:: Hussain, Syed Baqir
Abstract:: In this thesis, the effectiveness of the 100 percent + XX percent seismic response directional combination rule available in codes and standards is evaluated using simulated nonlinear seismic response of two existing multi-story reinforced concrete plan-irregular buildings. The 5-story and 8-story buildings were designed according to the 1975 seismic codes...
Resource Type:: Masters Thesis
Full Text:: : ______________________________________________________ Andre R. Barbosa In this thesis, the effectiveness of the 100 percent + XX percent

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:: AN ABSTRACT OF THE THESIS OF Esther J. Baas for

Elevated Temperature Effects on the Shear Performance of a Cross-Laminated Timber (CLT) Wall-to-Floor Bracket Connection

Creator:: Mahr, Kolton J.
Abstract:: Connections in mass timber structural systems dissipate energy and transfer lateral forces from mass timber elements such as shear walls and diaphragms, providing critical load paths. Cross-laminated timber (CLT) is a prominent mass timber material used to manufacture wall and floor assemblies. Fire performance research of CLT walls and floors...
Resource Type:: Masters Thesis
Full Text:: : ___________________________________________________________________ Arijit Sinha Andre R. Barbosa Connections in mass timber

Evaluation of ground motion duration effects on the damage prediction of building and bridge structural and soil-structural systems

Creator:: Belejo, Andre
Abstract:: The role of ground motion duration on the seismic performance of civil engineering structures remains unclear. Thus, the role of earthquake strong ground motion duration is assessed in a three manuscript thesis, which includes: (1) assessment of the effects of ground motion duration on the seismic performance of a model...
Resource Type:: Dissertation
Full Text:: MergedFile AN ABSTRACT OF THE THESIS OF Andre

Probabilistic Multi-hazard Earthquake-Tsunami Structural Risk Assessment Framework

Creator:: Alam, Mohammad Shafiqual
Abstract:: Catastrophic earthquake and tsunami events that resulted in significant loss of life and property over the past two decades have raised the global awareness regarding the need to understand the response of communities and their built environment to multi-hazard extreme events. In recognition to this impending threat to the coastal...
Resource Type:: Dissertation
Full Text:: : Probabilistic Multi-hazard Earthquake-Tsunami Structural Risk Assessment Framework Abstract approved: Andre R

Performance Based Tests on Cross Laminated Timber - Concrete Composite Floor Panels

Creator:: Blank, Curtis
Abstract:: This project determines the short term and long term effective stiffness values for Cross Laminated Timber (CLT) with a reinforced concrete topping. The reinforced concrete was attached to the CLT panels with interface connections, and different types of interface connections were tested. Throughout this project, there are 31 tests with...
Resource Type:: Masters Thesis
Full Text:: Abstract approved: Andre R. Barbosa

ScholarsArchive@OSU

Development and comparison of stand-level bucking optimization methods

HHMI Report 2011 Andres Alvarez.pdf

HHMI Report 2011 Andres Alvarez.docx

High order finite difference methods

Evaluation of seismic response directional combination rules for existing plan irregular reinforced concrete buildings

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

Elevated Temperature Effects on the Shear Performance of a Cross-Laminated Timber (CLT) Wall-to-Floor Bracket Connection

Evaluation of ground motion duration effects on the damage prediction of building and bridge structural and soil-structural systems

Probabilistic Multi-hazard Earthquake-Tsunami Structural Risk Assessment Framework

Performance Based Tests on Cross Laminated Timber - Concrete Composite Floor Panels

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