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Behavior of reinforced concrete beams designed in compliance with the concept of compressive force path

https://doi.org/10.14359/3061
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inferred← citeshttps://doi.org/10.2139/ssrn.4677891openalex-extracted
Suitability of Mechanics-Based and Optimized Artificial Intelligence-Based Models in the Shear Strength Prediction of Slender Beams Without Stirrups
inferred← citeshttps://doi.org/10.1002/suco.201400088openalex-snapshot
Solution strategy for non‐linear finite element analyses of large reinforced concrete structures
inferred← citeshttps://doi.org/10.1007/bf02472854openalex-snapshot
Compressive-force path and behaviour of prestressed concrete beams
inferred← citeshttps://doi.org/10.1007/s004660050309openalex-snapshot
Evaluation of structural-concrete design-concepts based on finite-element analysis
inferred← citeshttps://doi.org/10.1016/0045-7949(91)90399-7openalex-snapshot
Nonlinear finite-element analysis of concrete structures: Performance of a fully three-dimensional brittle model
inferred← citeshttps://doi.org/10.1016/0045-7949(92)90454-8openalex-snapshot
Three-dimensional finite-element modelling of normal- and high-strength reinforced concrete members, with special reference to T-beams
inferred← citeshttps://doi.org/10.1016/0141-0296(93)90062-9openalex-snapshot
Experimental study of the compressive-force path concept in prestressed concrete beams
inferred← citeshttps://doi.org/10.1016/0958-9465(93)90002-qopenalex-snapshot
Effect of vertical prestressing on the punching failure
inferred← citeshttps://doi.org/10.12989/sem.1995.3.5.475openalex-snapshot
Application of the compressive-force path concept in the design of reinforced concrete indeterminate structures: A pilot study
inferred← citeshttps://doi.org/10.14359/4482openalex-snapshot
Shear Strength of Haunched Beams Without Shear Reinforcement
inferred← citeshttps://doi.org/10.1680/coma.11.00032openalex-snapshot
An appraisal of the compressive force path concept
inferred← citeshttps://doi.org/10.19044/esj.2023.v19n24p15openalex-snapshot
Onsite Load Bearing Capacity of Curved-up versus Straigt Beams
inferred← citeshttps://doi.org/10.2208/jscej.1993.460_139openalex-snapshot
TOWARDS UNIFYING ULTIMATE LIMIT STATE DESIGN OF STRUCTURAL CONCRETE
inferred← citeshttps://doi.org/10.3233/jifs-169604openalex-snapshot
An analytical punching shear model of RC slab-column connection based on database
inferred← citeshttps://doi.org/10.3390/buildings13010037openalex-snapshot
Shear Strength Models for Reinforced Concrete Slender Beams: Comparative Analysis and Parametric Evaluation
inferred← citeshttps://doi.org/10.3390/buildings14123946openalex-snapshot
Suitability of Mechanics-Based and Optimized Machine Learning-Based Models in the Shear Strength Prediction of Slender Beams Without Stirrups
inferred← citeshttps://doi.org/10.47749/t/unicamp.1999.198831openalex-snapshot
Cisalhamento em vigas de concreto de alta resistência submetidas a carregamento reverso
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