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1“... the joint concrete. Due to the confinement effect of joint hoops, the seismic capacity of joint is believed...”
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2“...碩士 === 國立臺灣大學 === 土木工程學研究所 === 102 === High-rise reinforced concrete buildings can be built...”
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3“... by the ACI 318 building code for the beam-column joints using high strength concrete, makes construction work...”
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4“... (MCE) level. The requirement of the use of diagonal reinforcement layout by ACI 318-14 code design...”
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5“... shear compression failure by putting the empiric limitation on shear strength provided by reinforcement...”
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6“... containing walls and the retrofitting effect by using the Carbon Fiber Reinforced Polymer (CFRP) on the wall...”
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7“...碩士 === 國立臺灣大學 === 土木工程學研究所 === 106 === Shear strength of reinforced concrete beams is derived from...”
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8“...碩士 === 國立臺灣大學 === 土木工程學研究所 === 99 === The problem of seismic assessment and retrofitting design...”
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9“... assessment of low-rise school buildings has already been developed in NCREE handbook. However, in design...”
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10“... different apect-ratios, reinforcement detailing (diagonal, hybrid, rhombic) and concrete strength...”
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11“... concrete (HSC), whether the limits of design parameters in the ACI code...”
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12“...碩士 === 國立臺灣科技大學 === 營建工程系 === 88 === In seismic design, a mechanism of inelastic deformation...”
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13by Hu Ming-Hui, 胡明輝“...碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 86 === This research first summarized the design codes of United...”
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14“...碩士 === 國立臺灣大學 === 土木工程學研究所 === 103 === Reinforced concrete walls are commonly used in modern...”
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15“...碩士 === 國立臺灣科技大學 === 營建工程系 === 87 === The role of joint hoop reinforcement...”
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16“... of reinforced concrete wall with opening is proposed in this thesis. With it, engineers can conduct nonlinear...”
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17“... and analysis study of Reinforced Concrete shear wall. The objective of the test is to compare the cyclic...”
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18“... to illustrate different failure modes were designed and tested. Experimental observations indicated the stress...”
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19“...碩士 === 國立臺灣科技大學 === 營建工程系 === 87 === The bridge columns are designed as the weak elements...”
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20“... of the reinforced concrete beam-column joints for earthquake resistance is proposed. This analytical model, termed...”
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