Index Catalog // ScholarsArchive@OSU

Paleoseismic Record of Peninsula Segment Earthquakes on the San Andreas Fault near San Francisco, CA and possible NSAF linkage to Cascadia

Creator:: Goldfinger, Chris
Abstract:: Lake Merced results have established the lake as a viable paleoseismic site on the northern San Francisco peninsula. The lake records ~ 2300 years of event beds, 17 in total. Prior to that the lake was open to the ocean and contains marine shells consistent with an estuarine environment. The...
Resource Type:: Technical Report
Full Text:: .docx 1 NEHRP Final Technical Report G18AP00058 1. Regional Panel Designation: NC 2

Bark structure of North American conifers

Creator:: Chang, Ying-Pe
Resource Type:: Technical Report
Full Text:: -E CHANG Forest Products Laboratory Forest Service technical Bulletin No . 1095 December 195 4

BaxterPreston2004.pdf

Creator:: Baxter, Preston
Abstract:: Many publications
Full Text:: evaluation and rehabilitation design of existing buildings. This report discusses the assumptions and

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:: technical advice and endless hours of help using the laboratory and hydraulic equipment. Dr. Tom Miller

Soil-bridge interaction during long-duration earthquake motions

Creator:: Romney, Kyle T.
Abstract:: Earthquake engineering analyses are often performed using shallow, crustal earthquake motions (e.g., 1940 El Centro). However, large areas of the world are subject to subduction zone earthquake motions (e.g., the Pacific Northwest). A subduction zone earthquake motion is characterized by its long duration (e.g., strong shaking lasts for more than...
Resource Type:: Masters Thesis
Full Text:: of this thesis is to report the seismic response of a soil-bridge system during long-duration

Uniform California Earthquake Rupture Forecast, Version 3 (UCERF3) —The Time-Independent Model

Creator:: Field, Edward H., Arrowsmith, Ramon J., Biasi, Glenn P., Bird, Peter, Dawson, Timothy E., Felzer, Karen R., Jackson, David D., Johnson, Kaj M., Jordan, Thomas H., Madden, Christopher, Michael, Andrew J., Milner, Kevin R., Page, Morgan T., Parsons, Tom, Powers, Peter M., Shaw, Bruce E., Thatcher, Wayne R., Weldon, Ray J., II, and Zeng, Yuehua
Abstract:: The 2014 Working Group on California Earthquake Probabilities (WGCEP14) present the time-independent component of the Uniform California Earthquake Rupture Forecast, Version 3 (UCERF3), which provides authoritative estimates of the magnitude, location, and time-averaged frequency of potentially damaging earthquakes in California. The primary achievements have been to relax fault segmentation and...
Resource Type:: Article
Full Text:: Proposed UCERF3 Plan (Report 4) Submitted Sep 11–14 SCEC Annual Meeting Sep 30 Final UCERF3 Plan (Report 5

Slotted-bolted friction damper as a seismic energy dissipator in a braced timber frame

Creator:: Tjahyadi, Alfred
Abstract:: Friction dampers have been used successfully to dissipate seismic energy in steel and concrete structures. The application is new to timber structures. The objectives of this research were to design a slotted bolted connection (SBC) and evaluate its potential as a passive energy damper in timber brace. The research was...
Resource Type:: Masters Thesis
Full Text:: viscous damping ratio reached 0.5 or more at larger displacement. Phase Ill evaluated the final design

Probabilistic Geospatial Analyses, Uncertainty Modeling, and Mapping of Seismically-induced Ground Failures

Creator:: Sharifi Mood, Mahyar
Abstract:: Ground failures, in particular landsliding, liquefaction and lateral spreading can be triggered by seismic sources. The frequency, magnitude, and impact of these ground failures are highly dependent on the topography and geology of the site including its slope, depositional environment, and geotechnical properties as well as the proximity of the...
Resource Type:: Dissertation
Full Text:: ..............................................................................................................................18 2.4.1 Statewide NEHRP site class (Vs30) 19 2.4.2 Ground motion maps 22 2.4.3 Categorized slope

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:: structural damage is evaluated. In the third and final manuscript (Chapter 5), a probabilistic framework is

TrautweinStevenR1998.pdf

Creator:: Trautwein, Steven R.
Abstract:: The recent increase in awareness of the seismic hazards in Oregon has led to a concern regarding the safety of Oregon State University buildings. While the decision has been made to initiate the seismic rehabilitation of campus facilities, the question of which buildings pose the greatest hazards, and are therefore...
Full Text:: Organization of the Report 4 LOSS ESTIMATE FOR CAMPUS BUILDINGS 5 Development of the Loss Estimate 5 Loss

ScholarsArchive@OSU

Paleoseismic Record of Peninsula Segment Earthquakes on the San Andreas Fault near San Francisco, CA and possible NSAF linkage to Cascadia

Bark structure of North American conifers

BaxterPreston2004.pdf

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

Soil-bridge interaction during long-duration earthquake motions

Uniform California Earthquake Rupture Forecast, Version 3 (UCERF3) —The Time-Independent Model

Slotted-bolted friction damper as a seismic energy dissipator in a braced timber frame

Probabilistic Geospatial Analyses, Uncertainty Modeling, and Mapping of Seismically-induced Ground Failures

Probabilistic Multi-hazard Earthquake-Tsunami Structural Risk Assessment Framework

TrautweinStevenR1998.pdf

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