de Sousa A.M.D.
18
Coauthors
7
Documentos
Volumen de publicaciones por año
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| Año de publicación | Num. Publicaciones |
|---|---|
| 2020 | 1 |
| 2021 | 4 |
| 2023 | 2 |
Publicaciones por áreas de conocimiento
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| Área de conocimiento | Num. Publicaciones |
|---|---|
| Ingeniería civil | 4 |
| Ciencia de materiales | 2 |
| Ingeniería estructural | 2 |
| Ingeniería mecánica | 2 |
Publicaciones por áreas temáticas
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| Área temática | Num. Publicaciones |
|---|---|
| Ingeniería civil | 7 |
| Ingeniería y operaciones afines | 4 |
| Materiales de construcción | 3 |
| Construcción de edificios | 1 |
| Materiales y fines específicos | 1 |
| Otras ramas de la ingeniería | 1 |
Principales fuentes de datos
| Origen | Num. Publicaciones |
|---|---|
| Scopus | 7 |
| Google Scholar | 0 |
| RRAAE | 0 |
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Coautores destacados por número de publicaciones
| Coautor | Num. Publicaciones |
|---|---|
| Eva Olivia Leontien Lantsoght | 7 |
| El Debs M.K. | 7 |
| Krahl P.A. | 1 |
| Genikomsou A.S. | 1 |
| Yang Y. | 1 |
| Setiawan A. | 1 |
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Publicaciones del autor
Structural system influence on the shear capacity of wide members without shear reinforcement
Conference ObjectAbstract: Most shear strength models used to estimate the shear capacity of wide reinforced concrete members wPalabras claves:Mechanical models, Shear Strength, Shear-transfer mechanisms, Structural system, Wide membersAutores:de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien LantsoghtFuentes:scopusShear and Punching Capacity Pbkp_redictions for One-Way Slabs under Concentrated Loads Considering the Transition between Failure Mechanisms
ArticleAbstract: Reinforced concrete one-way slabs under concentrated loads can develop different shear failure mechaPalabras claves:Concentrated loads, one-way shear, One-way slabs, punching shearAutores:de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien LantsoghtFuentes:scopusTransition between Shear and Punching in Reinforced Concrete Slabs: Review and Pbkp_redictions with ACI Code Expressions
ArticleAbstract: One-way slabs under concentrated loads may fail by one-way shear, two-way shear, flexure, or a combiPalabras claves:one-way shear, One-way slabs, punching shear, slabs under concentrated loads, transitional shear failure modesAutores:de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien LantsoghtFuentes:scopusOne-way shear strength of wide reinforced concrete members without stirrups
ArticleAbstract: The calibration of most analytical models that assess the shear strength of wide reinforced concretePalabras claves:database of shear tests, one-way shear strength, reinforced concrete members without stirrups, shear slenderness, wide reinforced concrete membersAutores:de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien LantsoghtFuentes:scopusTransition from one-way to two-way shear by coupling lefea and the csct models
Conference ObjectAbstract: Bridge deck slabs without shear reinforcement under concentrated loads close to line supports may dePalabras claves:Critical Shear Crack Theory (CSCT), Linear Elastic Finite Element Analyses (LEFEA), one-way shear, Transitional failure mode, Two-way shearAutores:de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien Lantsoght, Setiawan A.Fuentes:scopus