REPOSITORIO INSTITUCIONAL DA UFOP
metadata only
Simplified numerical model for analysis of steel-concrete composite beams with partial interaction.
The present study refers to the composite steel-concrete beams analysis considering the various nonlinear effects. These effects generate complexity to the design requiring computational methodologies for the accurate measurement of structural behavior. With good numerical efficiency, the Refined Pl
Conceptio Open Archive
Analyze & explore related research in Conceptio
Connect this record directly into your research workflow or AI agent. Explore citations across open repositories, query full text, and export structured proof bundles.
This document is indexed with metadata only: full text is not available in the archive for this record. Open the official source ↗
Related documents
- Influence of Cross-Sectional Configuration on the Dynamic Response of High-Speed Railway Bridges#1000742
- Comparison of stiffness degradation in fatigue-loaded concrete cylinders and large-scale beams / Dennis Birkner, Raúl Enrique Beltrán Gutiérrez, Steffen Marx#669372
- Evaluation of damage intensity in concrete-filled steel tubular (CFST) columns using experimental dynamic data.#340382
- Identification of the railway track irregularities from onboard acceleration measurements#1120650
- Towards improving the PF1B beamline McStas model through simulations of a beam characterization experiment#330073
Record · ID 1148466
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Bring this data into your agent: Connect via MCP or API · 20 free credits to start · no card required
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive