# Structural Load-Bearing Analysis

**Type:** Topics  
**Canonical URL:** https://scholariq.org/topics/structural-load-bearing-analysis/

## Facts

| Field | Value |
| --- | --- |
| Description | This cluster of papers focuses on the developments and advanced applications of concrete-filled steel tubular (CFST) structures, including the behavior of CFST members under various loading conditions, use of high-strength materials, finite element modelling, and the performance of composite columns. It also covers topics such as stainless steel in construction, axial compression, buckling behavior, and the use of shear connectors in CFST structures. |
| Domain | Physical Sciences |
| Field | Engineering |
| OpenAlex ID | t10713 |
| Works | 13 |

## Topic papers all

- [Free vibration and buckling analyses of functionally graded beams with edge cracks](https://scholariq.org/papers/free-vibration-and-buckling-analyses-of-functionally-graded-beams-with-edge/)
- [Multiaxial fatigue life estimations for 6082-T6 cylindrical specimens under in-phase and out-of-phase biaxial loadings](https://scholariq.org/papers/multiaxial-fatigue-life-estimations-for-6082-t6-cylindrical-specimens-under-in/)
- [On the use of the cumulative strain energy density for fatigue life assessment in advanced high-strength steels](https://scholariq.org/papers/on-the-use-of-the-cumulative-strain-energy-density-for-fatigue-life-assessment/)
- [Biaxial fatigue crack initiation life prediction of solid cylindrical specimens with transverse circular holes](https://scholariq.org/papers/biaxial-fatigue-crack-initiation-life-prediction-of-solid-cylindrical-specimens/)
- [Stressed Skin Effect on the Elastic Buckling of Pitched Roof Portal Frames](https://scholariq.org/papers/stressed-skin-effect-on-the-elastic-buckling-of-pitched-roof-portal-frames/)
- [Experimental and theoretical analysis on the long-term performance of novel carbon fibre-reinforced polymer tendon composite anchorage](https://scholariq.org/papers/experimental-and-theoretical-analysis-on-the-long-term-performance-of-novel/)
- [Mechanical and optical properties of silk fabric/glass fiber mat composites: an artistic application of composites](https://scholariq.org/papers/mechanical-and-optical-properties-of-silk-fabric-glass-fiber-mat-composites-an/)
- [EXPERIMENTAL STUDY ON DEFORMATION CAPACITY OF WELDED BEAM-TO-COLUMN CONNECTION WITH WELD DEFECTS](https://scholariq.org/papers/experimental-study-on-deformation-capacity-of-welded-beam-to-column-connection/)
- [EXPERIMENTAL STUDY ON DEFORMATION CAPACITY OF WELDED DRILLED FLANGE BEAM-TO-COLUMN JOINTS ON SITE](https://scholariq.org/papers/experimental-study-on-deformation-capacity-of-welded-drilled-flange-beam-to/)
- [Reliability analysis of shear wall structures](https://scholariq.org/papers/reliability-analysis-of-shear-wall-structures/)
- [STUDY ON DEFORMATION CAPACITY OF SITE WELDING BEAM-TO-COLUMNS JOINTS WITH THE METHOD OF DRILLED FLANGE](https://scholariq.org/papers/study-on-deformation-capacity-of-site-welding-beam-to-columns-joints-with-the/)
- [THREE POINT BENDING TEST OF COLD FORMED SHS COLUMN TO THROUGH DIAPHRAGM WELDING CONNECTION USING 25 DEGREE NARROW GROOVE](https://scholariq.org/papers/three-point-bending-test-of-cold-formed-shs-column-to-through-diaphragm-welding/)
- [STUDY ON DEFORMATION CAPACITY OF SHOP AND SITE WELDING BEAM- TO-COLUMN JOINTS WITH WELD DEFECT](https://scholariq.org/papers/study-on-deformation-capacity-of-shop-and-site-welding-beam-to-column-joints/)

## Topic primary papers

- [Stressed Skin Effect on the Elastic Buckling of Pitched Roof Portal Frames](https://scholariq.org/papers/stressed-skin-effect-on-the-elastic-buckling-of-pitched-roof-portal-frames/)
- [EXPERIMENTAL STUDY ON DEFORMATION CAPACITY OF WELDED BEAM-TO-COLUMN CONNECTION WITH WELD DEFECTS](https://scholariq.org/papers/experimental-study-on-deformation-capacity-of-welded-beam-to-column-connection/)
- [EXPERIMENTAL STUDY ON DEFORMATION CAPACITY OF WELDED DRILLED FLANGE BEAM-TO-COLUMN JOINTS ON SITE](https://scholariq.org/papers/experimental-study-on-deformation-capacity-of-welded-drilled-flange-beam-to/)
- [STUDY ON DEFORMATION CAPACITY OF SITE WELDING BEAM-TO-COLUMNS JOINTS WITH THE METHOD OF DRILLED FLANGE](https://scholariq.org/papers/study-on-deformation-capacity-of-site-welding-beam-to-columns-joints-with-the/)
- [THREE POINT BENDING TEST OF COLD FORMED SHS COLUMN TO THROUGH DIAPHRAGM WELDING CONNECTION USING 25 DEGREE NARROW GROOVE](https://scholariq.org/papers/three-point-bending-test-of-cold-formed-shs-column-to-through-diaphragm-welding/)
- [STUDY ON DEFORMATION CAPACITY OF SHOP AND SITE WELDING BEAM- TO-COLUMN JOINTS WITH WELD DEFECT](https://scholariq.org/papers/study-on-deformation-capacity-of-shop-and-site-welding-beam-to-column-joints/)

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Source: ScholarIQ — public research metadata, principally OpenAlex. See https://scholariq.org/sources/ for provenance and https://scholariq.org/methodology/ for what these figures mean.