Tension Chord Model for Structural Concrete
Article Properties
-
LanguageEnglish
-
DOI (url)
-
Publication Date1998/11/01
-
Indian UGC (journal)
-
Refrences12
-
Citations191
-
Peter Marti Swiss Federal Inst. of Technology (ETH) Zurich, Switzerland
-
Manuel Alvarez Swiss Federal Inst. of Technology (ETH) Zurich, Switzerland
-
Walter Kaufmann Swiss Federal Inst. of Technology (ETH) Zurich, Switzerland
-
Viktor Sigrist Ritz Zimmerli Sigrist AG. Consulting Engineers, Luzern, Switzerland
Cite
Marti, Peter, et al. “Tension Chord Model for Structural Concrete”. Structural Engineering International, vol. 8, no. 4, 1998, pp. 287-98, https://doi.org/10.2749/101686698780488875.
Marti, P., Alvarez, M., Kaufmann, W., & Sigrist, V. (1998). Tension Chord Model for Structural Concrete. Structural Engineering International, 8(4), 287-298. https://doi.org/10.2749/101686698780488875
Marti, Peter, Manuel Alvarez, Walter Kaufmann, and Viktor Sigrist. “Tension Chord Model for Structural Concrete”. Structural Engineering International 8, no. 4 (1998): 287-98. https://doi.org/10.2749/101686698780488875.
Marti P, Alvarez M, Kaufmann W, Sigrist V. Tension Chord Model for Structural Concrete. Structural Engineering International. 1998;8(4):287-98.
Journal Categories
Technology
Building construction
Architectural engineering
Structural engineering of buildings
Technology
Engineering (General)
Civil engineering (General)
You May Also Like
- Axial Loading Behavior of CFRP Strengthened Concrete-Filled Steel Tubular Stub Columns
- Review of the current practices in blast-resistant analysis and design of concrete structures
- State-of-the-art review on bridge weigh-in-motion technology
- Framework for analytical quantification of disaster resilience
- Bond–slip models for FRP sheets/plates bonded to concrete
Refrences
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| 10.1007/978-3-0348-5668-3 | ||||
| 10.1007/978-3-0348-7612-4 | ||||
| 10.1061/(ASCE)0733-9445(1998)124:12(1467) | ||||
| SIGRIST, V.Zum Verformungsvermögen von Stahlbetonträgern(On the Deformation Capacity of Structural Concrete Girders). Report No. 210, Institute of Structural Engineering, ETH, Zurich, July 1995. | ||||
| SIGRIST, V.; MARTI, P.Ductility of Structural Concrete: A Contribution.Proceedings, Workshop on Development of EN 1992 in Relation to New Research Results and to the CEB-FIP Model Code 1990. Czech Technical University, Prague, 1994, pp. 211–223. |
Citations
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
Performance study of crack width calculation methods according to Eurocodes, fib model codes and the modified tension chord model | Structural Concrete |
| 2024 | |
| Model for rapid evaluation of corner crack widths in reinforced concrete dapped-end conections | Engineering Structures |
| 2024 | |
| Fibre reinforced concrete under in-plane shear stresses | Engineering Structures |
| 2024 | |
| Damage evaluation for reinforced concrete shear walls via motion capture and optical fiber sensors | Structures |
| 2024 | |
| Additively manufactured steel reinforcement for small scale reinforced concrete modeling: Tensile and bond behavior | Materials & Design |
| 2024 |
Citations Analysis
The category
Technology: Engineering (General). Civil engineering (General) 167
is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Design of RC membrane elements and was published in 2001. The most recent citation comes from a 2024 study titled Additively manufactured steel reinforcement for small scale reinforced concrete modeling: Tensile and bond behavior. This article reached its peak citation in 2022, with 24 citations. It has been cited in 45 different journals, 13% of which are open access. Among related journals, the Engineering Structures cited this research the most, with 53 citations. The chart below illustrates the annual citation trends for this article.