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January 1, 2026Concrete Research and TechnologyOpen Access

Structural Performance Evaluation of Composite Structural Foundation of Steel Reinforced Concrete by Reversed Cyclic Load Test

Yuto OHBA Kunihiko Onda Kazuhiro Tsuno

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Key Points

To evaluate the structural performance of composite foundations using protruding H-beams as main steel materials.
Conducted reversed cyclic load tests on composite foundation specimens with 4% main steel ratio using protruding H-beams.
Compared structural performance against conventional reinforced concrete (RC) foundations.
Confirmed that composite foundations with protruding H-beams exhibited structural performance equal to or greater than that of standard RC foundations.

Implication

Experimental evaluation shows improved structural performance in composite foundations using steel reinforcement, suggesting more efficient designs.

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Cite This Study

OHBA et al. (2026) studied this question.

synapsesocial.com/papers/69b8ef36deb47d591b8c53b6 https://doi.org/10.3151/crt.37.1

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Keep reading

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

1CYCLIC LOADING TEST ON REINFORCMENT OF STEEL TRUSS BRIDGES RECTANGLAR-SECTION AND H-SHAPED DIAGONAL MEMBERS WITH CFRP SHEETSOriginal Research · 2026
2In situ evaluation of strengthening methods for reinforced concrete T-beam bridgeOriginal Research · 2026
3Mechanical Performance of Corrugated Steel−Concrete Composite Structures: An Experimental Study on Arch BridgesOriginal Research · 2026
4Experimental and numerical study of RC beam joints to steel-encased RC columns with a transitional partOriginal Research · 2026
5Flexural performance of cold-formed ∩-shaped steel–lightweight aggregate concrete prefabricated composite beamsOriginal Research · 2026

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