Probabilistic Structural System Response to Differential Settlement Resulting from Spatially Variable Soil-Reference-Cited by-同舟云学术

Probabilistic Structural System Response to Differential Settlement Resulting from Spatially Variable Soil

Published:2022-02 Issue:2 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Stuedlein Armin W.¹^ORCID,Huffman Jonathan C.²^ORCID,Barbosa Andre R.³^ORCID,Belejo Andre F. V.⁴

Affiliation:

1. Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331 (corresponding author). ORCID: .

2. Senior Geotechnical Engineer, Geotechnical Resources, Inc., 9750 SW Nimbus Ave., Beaverton, OR 97008. ORCID:

3. Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331. ORCID:

4. Structural Designer, Seft Consulting Group, 4800 SW Griffith Dr., Suite 100 Beaverton, OR 97005.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002735

Reference52 articles.

1. Probabilistic analysis at the serviceability limit state of two neighboring strip footings resting on a spatially random soil

2. Influence of earthquake ground-motion duration on damage estimation: application to steel moment resisting frames

3. Belejo A. F. V. 2017. “Evaluation of ground motion duration effects on the damage prediction of building and bridge structural and soil-structural systems.” Ph.D. thesis School of Civil and Construction Eng. Oregon State Univ.

4. Brinch Hansen, J. 1970. A revised and extended formula for bearing capacity, 5–11. Copenhagen, Denmark: Danish Geotechnical Institute.

5. Structural optimization and design based on a reliability design criterion

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1. Reliability Assessment of Strip Footings on Spatially Varying Sand;KSCE Journal of Civil Engineering;2024-07-04

2. Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability;Journal of Geotechnical and Geoenvironmental Engineering;2024-03

3. A fused sampling method integrating geotechnical and geophysical data for assessing three-dimensional soil liquefaction-induced damage capacity;Computers and Geotechnics;2024-02

4. Efficient three-dimensional soil liquefaction potential and reconsolidation settlement assessment from limited CPTs considering spatial variability;Soil Dynamics and Earthquake Engineering;2022-12