Habituate
发表于 2025-3-30 08:33:44
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钉牢
发表于 2025-3-30 12:54:24
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引水渠
发表于 2025-3-30 17:03:50
Performance of Medium-Rise Buckling-Restrained Braced Frame Under Near Field Earthquakesssipation capacity and the absence of compressive buckling behaviour of bracesin make the BRBFs a preferred alternative over the conventional concentrically braced frames. Most of the past studies focussed on the performance of BRBFs under the far-field earthquakes and concluded that BRBFs may suffe
试验
发表于 2025-3-31 00:28:25
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MAIZE
发表于 2025-3-31 04:15:05
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玛瑙
发表于 2025-3-31 05:04:15
Evaluation of Models for Joint Shear Strength of Beam–Column Subassemblages for Seismic Resistances are decades old and not designed and detailed to resist seismic loads. Beam–column joints are the most affected structural components during earthquakes due to the discontinuous load path in the vicinity. Since, shear strength of beam column joint plays the major role on the performance of RC stru
Prognosis
发表于 2025-3-31 09:58:51
Seismic Performance of Flat Slab Buildingshquake loading is unsatisfactory due to its vulnerability to punching shear failure. Several codes provide the guidelines for deigning flat slab system under gravity load only. However flat slab buildings are also being constructed in high seismicity region which can cause collapse of the buildings