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1“... strength of concrete. These two parameters were not considered in the ACI and traditional corbel design...”
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2“... concrete and reinforcement. It may not be suitable for high-strength concrete and reinforcement. Design...”
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3“...-column joint specimens made with conventional normal-strength and new high-strength reinforced concrete...”
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4“.... This study designed and analyzed 18 specimens of reinforced concrete double corbels using strut-and-tie...”
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5“... of the reinforced concrete beam-column joints for earthquake resistance is proposed. This analytical model, termed...”
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6“... reinforced concrete have large cross-sectional dimensions which cannot be accepted by end users. Using high...”
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7“... joint specimens made of high-strength concrete (above 40 MPa) and reinforcement (above SD490...”
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9“... experimental studies for high-strength reinforced concrete columns are needed. This project is planing to test...”
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10“...碩士 === 國立雲林科技大學 === 營建工程系碩士班 === 102 === Using high-strength reinforcement and concrete have many...”
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11“... reinforced concrete interior beam-column connections with a concentric or eccentric beam framing into a...”
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12“... and anchorage in reinforced concrete structures. Standards hooks are conventionally used for bar anchorage...”
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13“... joint specimens made with high-strength reinforcement and concrete to evaluate current ACI design...”
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14“...碩士 === 雲林科技大學 === 營建工程系碩士班 === 98 === Because of the conventional practice, the reinforced concrete...”
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15“... reinforced concrete have large section sizes which is not acceptable for end user. High-strength concrete...”
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16“... reinforced concrete interior beam-column connections. Two units were designed according to the ACI Code. One...”
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