Index Catalog // ScholarsArchive@OSU

State of the Art: Seismic Behavior of Wood-Frame Residential Structures

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:: Structures. Journal of Structural Engineering, 140(4), 04013097. doi:10.1061/(ASCE)ST.1943-541X.0000861

Case Study for Tsunami Design of Coastal Infrastructure: Spencer Creek Bridge, Oregon

Creator:: Yim, Solomon C., Wei, Yong, Azadbakht, Mohsen, Nimmala, Seshu, and Potisuk, Tanarat
Abstract:: The absence of tsunami load provisions in coastal infrastructure design has led to unchecked resistance capacity of bridges against one of the most eminent natural hazards on the U.S. west coast. The Spencer Creek Bridge, which was completely rebuilt on the Oregon coast in 2009, is a unique example to...
Resource Type:: Article
Full Text:: Engineering, 20(1), 05014008. doi:10.1061/(ASCE) BE.1943-5592.0000631 10.1061/(ASCE)BE.1943-5592.0000631

A Dynamic Framework for Intelligent Control of River Flooding - A Case Study

Creator:: Leon, Arturo S., Kanashiro, Elizabeth A., Valverde, Rachelle, and Sridhar, Venkataramana
Abstract:: This paper presents a case study on the application of a dynamic framework for the intelligent control of flooding in the Boise River system in Idaho. This framework couples a robust and numerically efficient hydraulic routing approach with the popular multi-objective Non-dominated Sorting Genetic Algorithm II (NSGA-II). The novelty of...
Resource Type:: Article
Full Text:: -268. doi:10.1061/(ASCE) WR.1943-5452.0000260 10.1061/(ASCE)WR.1943-5452.0000260 ASCE - American

Multilinear Regression Equations for Predicting Lateral Spread Displacement from Soil Type and CPT Data

Creator:: Gillins, Daniel T. and Bartlett, Steven F.
Abstract:: In the 1990s, Bartlett and Youd introduced empirical equations for predicting horizontal displacement from liquefaction-induced lateral spreading; these equations have become popular in engineering practice. The equations were developed by multilinear regression (MLR) of lateral spreading case history data compiled by these researchers. In 2002, these equations were revised and...
Resource Type:: Article
Full Text:: )GT.1943-5606.0001051 10.1061/(ASCE)GT.1943-5606.0001051 ASCE - American Society of Civil Engineers

Laboratory Observations of Tsunami-Driven Debris Damming with Comparison to ASCE 7-22 Minimum Design Loads

Creator:: Doyle, Kellen C.
Abstract:: Tsunami inundation of coastal communities can impose a wide array of forces on the built environment. Forces generated by tsunami-driven debris damming have the potential to cause failure of coastal structures and further accumulate flow-entrained debris. Since tsunami-resilient design standards were adopted by ASCE in 2016, debris damming considerations have...
Resource Type:: Masters Thesis
Full Text:: thorough examination of current tsunami debris damming load predictions (ASCE/SEI 2022) has yet to be

Bearing Strength Capacity of Continuous Supported Timber Beams: Unified Approach for Test Methods and Structural Design Codes

Creator:: Leijten, A. J. M., Franke, S., Quenneville, P., and Gupta, R.
Abstract:: Bearing or compressive strength capacity perpendicular to the grain of timber beams is a troublesome issue. Not only do many different load cases occur in practice that are not covered by structural timber design codes but also these codes provide only a basic provision and vary throughout continents. Code design...
Resource Type:: Article
Full Text:: bearing strength to be determined by test standards. An assessment of the results of standard test

Damage Assessment of a Full-Scale Six-Story Wood-Frame Building Following Triaxial Shake Table Tests

Creator:: van de Lindt, John W., Gupta, Rakesh, Pei, Shiling, Tachibana, Kazuki, Araki, Yasuhiro, Rammer, Douglas, and Isoda, Hiroshi
Abstract:: In the summer of 2009, a full-scale midrise wood-frame building was tested under a series of simulated earthquakes on the world's largest shake table in Miki City, Japan. The objective of this series of tests was to validate a performance-based seismic design approach by qualitatively and quantitatively examining the building's...
Resource Type:: Article
Full Text:: earthquakes by utilizing the new design approach. DOI: 10.1061/(ASCE)CF.1943-5509.0000202. © 2012 American

Modeling System Effects and Structural Load Paths in a Wood-Framed Structure

Creator:: Martin, Kenneth G., Gupta, Rakesh, Prevatt, David O., Datin, Peter L., and van de Lindt, John W.
Abstract:: The objective of this project was to evaluate system effects and further define load paths within a light-frame wood structure under extreme wind events. The three-dimensional 30- by 40-ft (9.1- by 12.2-m) building, designed to be representative of typical light-frame wood construction in the southeastern coastal region of the United...
Resource Type:: Article

Monotonic and Cyclic Testing of Cross-Laminated Timber Diaphragms

Creator:: Beairsto, Cody J.
Abstract:: Mass timber is emerging as a viable form of construction around the world in new markets for wood buildings. The entrance into these markets has driven the demand for more knowledge to enable designs alongside other structural materials such as steel and reinforced concrete. Large, in-plane tests on cross-laminated timber...
Resource Type:: Masters Thesis
Full Text:: factor (Rs) from ASCE 7-16, m-factors from ASCE 41-17, and validate common methodologies of mass timber

Practical Modeling for Wind Load Paths in a Realistic, Light-Frame Wood House

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 sub-assemblies and an L-shaped house. The model of the L-shaped house was then modified and...
Resource Type:: Article
Full Text:: Constructed Facilities, 28(3), 430-439. doi:10.1061/(ASCE) CF.1943-5509.0000448 10.1061/(ASCE)CF.1943

ScholarsArchive@OSU

State of the Art: Seismic Behavior of Wood-Frame Residential Structures

Case Study for Tsunami Design of Coastal Infrastructure: Spencer Creek Bridge, Oregon

A Dynamic Framework for Intelligent Control of River Flooding - A Case Study

Multilinear Regression Equations for Predicting Lateral Spread Displacement from Soil Type and CPT Data

Laboratory Observations of Tsunami-Driven Debris Damming with Comparison to ASCE 7-22 Minimum Design Loads

Bearing Strength Capacity of Continuous Supported Timber Beams: Unified Approach for Test Methods and Structural Design Codes

Damage Assessment of a Full-Scale Six-Story Wood-Frame Building Following Triaxial Shake Table Tests

Modeling System Effects and Structural Load Paths in a Wood-Framed Structure

Monotonic and Cyclic Testing of Cross-Laminated Timber Diaphragms

Practical Modeling for Wind Load Paths in a Realistic, Light-Frame Wood House

Limit your search

Academic Affiliation

Advisor

Commencement Year

Committee Member

Conference Name

Conference Section/Track

Creator

Contributor

Date

Decade

Degree Field

Degree Level

Degree Name

File Format

Funding Body

Language

License

Location

Non-Academic Affiliation

Peer Reviewed

Resource Type

Rights Statement

Subject

Search Constraints

Search Results

Limit your search