Reliability Analysis of Bolted Wood Connections

Open AccessJournal Article

Reliability Analysis of Bolted Wood Connections

William M. Bulleit, +1 more

- 01 Jan 1996

- Probabilistic Mechanics and Structural R...

- pp 326-329

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About: This article is published in Probabilistic Mechanics and Structural Reliability. The article was published on 01 Jan 1996. and is currently open access. The article focuses on the topics: Reliability (statistics).

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Citations

•10.14288/1.0063795

Probabilistic analysis software for structural seismic response

Brian David Sjoberg

- 01 Jan 2003

TL;DR: A new software application called PSResponse was developed using a Monte Carlo approach to determine the probabilistic distribution of selected dynamic response quantities of single-degree-of-freedom and simple multiple-degree of-freedom stochastic structures subjected to a large ensemble of generated earthquake motions.

...read moreread less

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Journal Article•10.1061/(ASCE)0733-9445(2006)132:3(441)

Reliability of Steel Doweled Wood Connections Designed to ASCE 16-95

William M. Bulleit

- 01 Mar 2006

- Journal of Structural Engineering-asce

TL;DR: In this paper, first-order reliability analyses were performed for wood connections, using bolts, nails, lag screws, and wood screws, including both wood and steel side plates, designed to ASCE 16-95.

...read moreread less

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“Load Duration Behavior of Steel-Doweled Wood Connections”

Robert Marlor

- 01 Jan 2000

TL;DR: Load-duration behavior of steel doweled wood connections, such as bolted and nailed connections, has been studied to only a limited extent as discussed by the authors, where the data available to date was fitted to the exponential damage rate model and a preliminary time effect factor of 0.73 was determined for occupancy live load.

...read moreread less

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Proceedings Article•10.1061/40700(2004)58

Reliability of Wood Connections Designed to ASCE 16

William M. Bulleit

- 21 May 2004

TL;DR: In this article, the reliability analysis for nailed and bolted wood connections designed to ASCE 16 was performed using reason able statistics for the random variables in the yield equations, and a reliability index was determined for each of the possible failure modes for both single and double-shear connections.

...read moreread less

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