Index Catalog // ScholarsArchive@OSU

Numerical Characterization and Modeling Uncertainty of Frame-Spine and Frame-Spine-FLC Full-Scale Specimens Tested at E-Defense Shake-Table

Creator:: Astudillo, Bryam
Abstract:: The characterization of the seismic performance of structures relies on numerical simulations. However, estimates of seismic response are subject to various sources of uncertainty, including modeling uncertainty. This research estimated the response of two full-scale structural specimens composed of a moment resisting frame, elastic spines, and force-limiting connections (FLC), which...
Resource Type:: Masters Thesis
Full Text:: Professors Dr. Andre Barbosa and Dr. Michael Scott for being part of my committee and for their knowledge

Fluid Structure Interaction for Cascading Seismic and Tsunami Events using Real-Time Hybrid Simulation

Creator:: Neumann, Christopher R.
Abstract:: While real-time hybrid simulation has been utilized for structures subjected to seismic events for decades, its use in fluid-structure interaction problems is still a novel endeavor. Gathering data for cascading seismic and tsunami events is difficult due to space constraints in existing experimental facilities, complications regarding the application of scaling...
Resource Type:: Masters Thesis
Full Text:: issues. Thank you all. I would like to thank my former professors, Dr. Chris Higgins and Dr. Michael

Testing and Modeling of a Cross-Laminated Timber Pier-and-Spandrel Seismic Retrofit Solution for Unreinforced Masonry Buildings

Creator:: Engleson, Renee M.
Abstract:: Cross-laminated timber (CLT) is an attractive building material because it is renewable, promotes fast installation, and possesses a high strength-to-weight ratio. The use of CLT in seismic applications has become increasingly common with the development of post-tensioned CLT rocking wall lateral force resisting systems (LFRS). The CLT pier-and-spandrel system designed,...
Resource Type:: Masters Thesis
Full Text:: Miller and Dr. Michael Scott for serving on my graduate committee and for their mentorship throughout

Optimization of Construction Equipment Efficiency and Cost using Simulation and Field Data

Creator:: Kumar, Deepak
Abstract:: Unlike other industries, overall efficiency of construction projects has been growing minimally which directly causes cost overruns of projects. Though reducing idle time and increasing operational efficiency of construction equipment could result in significant cost saving, there is lack of practical knowledge of adjusting operational efficiency and integrating cost and...
Resource Type:: Masters Thesis
Full Text:: . Michael Scott and Dr. Guillaume Mignot for being my committee member and supportive and encouragement in

Practical Design Considerations for Steel Slit Panel Frames

Creator:: Parikh, Madhav
Abstract:: Steel Slit Panel Frames (SSPFs) are an innovative and resilient lateral force resisting system. Steel Slit Panels (SSPs) are bolted to the beams and act as replaceable seismic fuses, dissipating energy through flexural yielding in links between vertical rows of slits. SSPFs have shown promise as a lateral force resisting...
Resource Type:: Masters Thesis
Full Text:: models has been instrumental to this project. I am very thankful to Dr. Michael Scott for sharing his

Numerical assessment of steel plate shear wall with coupling (SPSW-WC) system design procedure

Creator:: Li, Wennan
Abstract:: The Steel Plate Shear Wall (SPSW) system, is an innovative seismic lateral force resistant system, which has experienced increased use over the last three decades. The SPSW system is composed of boundary elements which anchor web plates that develop diagonal tension fields. A number of SPSW buildings have been built...
Resource Type:: Masters Thesis
Full Text:: . Andre R. Barbosa and Dr. Michael H. Scott. As the experts in civil engineering, their knowledge and

Bridge Damage State Detection Based on Strain-Based Wireless Structural Health Monitoring

Creator:: Slaven, Kelli R.
Abstract:: The Pacific Northwest is at risk for significant seismic and tsunami events, which are capable of severely damaging lifeline transportation infrastructure, particularly bridges. As the bridges in the United States age and begin to show signs of fatigue, the risk for severe damage increases. Proper monitoring and inspection of bridges...
Resource Type:: Masters Thesis
Full Text:: (Scott et al 2008). The string based Tool Command Language (Tcl) is used to build models and run

Large–Scale Laboratory Experiment and Numerical Simulation of Tsunami Forces on a Bridge Deck

Creator:: Xiang, Tao
Abstract:: The fluid impact forces on a bridge superstructure in horizontal and vertical directions due to tsunamis represented by solitary waves are investigated through a large-scale laboratory experiment and numerical simulations. The experiment is conducted in a two-dimensional wave basin using a 1:5 scaled reinforced concrete bridge deck model tested under...
Resource Type:: Masters Thesis
Full Text:: work. I would like to thank my committee members, Dr. Michael Scott, Dr. Pedro Lomónaco and Dr. Yue

Multi-hazard framework and analysis of soil-bridge systems : long duration earthquake and tsunami loading

Creator:: Carey, Trevor J.
Abstract:: During the 2011 Great East Japan Earthquake and Tsunami, numerous bridge structures were damage or destroyed. The damage to bridge systems was caused by long duration strong ground shaking, tsunami inundation forces, or both. Long duration strong ground shaking from subduction zone earthquakes and the multi-hazard scenario of combined earthquake...
Resource Type:: Masters Thesis
Full Text:: committed. I would also like to thank Dr. Michael H. Scott for his patience, and unofficial advising

Seismic performance of diagrid steel structures using single and double friction mass dampers

Creator:: Ramadhan, Garlan
Abstract:: The steel diagrid structural system is a recent load bearing and lateral resisting structural system for tall building structures that is relatively unexplored in the western United States. One possible reason for the little use of diagrid systems in earthquake prone regions is the lack of guidelines and application examples...
Resource Type:: Masters Thesis

ScholarsArchive@OSU

Numerical Characterization and Modeling Uncertainty of Frame-Spine and Frame-Spine-FLC Full-Scale Specimens Tested at E-Defense Shake-Table

Fluid Structure Interaction for Cascading Seismic and Tsunami Events using Real-Time Hybrid Simulation

Testing and Modeling of a Cross-Laminated Timber Pier-and-Spandrel Seismic Retrofit Solution for Unreinforced Masonry Buildings

Optimization of Construction Equipment Efficiency and Cost using Simulation and Field Data

Practical Design Considerations for Steel Slit Panel Frames

Numerical assessment of steel plate shear wall with coupling (SPSW-WC) system design procedure

Bridge Damage State Detection Based on Strain-Based Wireless Structural Health Monitoring

Large–Scale Laboratory Experiment and Numerical Simulation of Tsunami Forces on a Bridge Deck

Multi-hazard framework and analysis of soil-bridge systems : long duration earthquake and tsunami loading

Seismic performance of diagrid steel structures using single and double friction mass dampers

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