Existing experimental evidence for the stress-strain curve for concrete confined by transverse steel hoops or spirals is examined and used to determine the moment-curvature characteristics of flexural members with confined concrete. The stress-strain curve for confined concrete is represented by a parabola up to maximum stress, a linear falling branch followed by a straight horizontal…
Journal of the Structural Division Template
Write in a clean editor, then format for Journal of the Structural Division in one click — DocuGuru applies the official ASCE template with author–year references and exports a submission-ready PDF plus the editable LaTeX source. Free to start.
About the Journal of the Structural Division format
Journal of the Structural Division is a peer-reviewed journal published by ASCE, covering Structural Engineering and Vibration Analysis, Structural Load-Bearing Analysis, Structural Behavior of Reinforced Concrete.
| Publisher | ASCE |
|---|---|
| Reference style | Author–year (ASCE) Author–year — (Smith, 2023) in the text Smith, A., B. Jones, and C. Lee. (2023). "A representative article title." Journal of the Structural Division, 12(3), 45–58.
Formats any DOI in Journal of the Structural Division style. No sign-up. |
| Publishes research in | Structural Engineering and Vibration Analysis Structural Load-Bearing Analysis Structural Behavior of Reinforced Concrete Structural Analysis and Optimization Civil and Structural Engineering Research |
| ISSN | 0044-8001 |
| h-index | 107 |
| i10-index | 1,255 |
| Total citations | 70,267 |
| Top institutions publishing here | University of Illinois Urbana-Champaign |
| Journal website | ascelibrary.org |
| You get | A submission-ready PDF and the editable LaTeX source — ready to submit. |
Papers published in Journal of the Structural Division per year
Citation impact of Journal of the Structural Division by publication year
Citations each year’s papers have accumulated so far — the most recent years are still building up.
Most-cited papers in Journal of the Structural Division
A series of reinforced concrete specimens has been subjected to static tests as well as periodic and simulated earthquake motions to develop realistic analytical models for the earthquake response of the elements and materials involved. During some of the dynamic tests the specimen responded with a displacement of the order of six times the initial…
An experimental study of the strength and behavior of plain concrete subjected to repetitions of compressive stress of relatively high magnitude is described and evaluated. The characteristics of the loading and unloading stress-strain relationships of 46 short rectangular columns are studied. Expressions for these relationships are derived and used to estimate the response of plain…
A brief review showed considerable differences in the quantity of rectangular hoops required by various seismic design codes in the potential plastic hinge regions of rectangular reinforced concrete columns. Tests conducted on four nearly full size reinforced concrete columns with a 550 mm (21.7 in) square cross section, various axial load levels, and various quantities…
In an ideal situation, completely safe structures can be designed if exact information is known concerning loads and strengths involved during the lifetime of these structures, and exact methods of structural analysis are available. In the real world uncertainties exist in this information as well as in the method of analysis. To account for these…