Inexorable
发表于 2025-3-25 07:03:26
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缓解
发表于 2025-3-25 07:58:45
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CLEFT
发表于 2025-3-25 15:17:02
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Kindle
发表于 2025-3-25 18:15:34
Performance of Medium-Rise Buckling-Restrained Braced Frame Under Near Field Earthquakesions are considered in the nonlinear dynamic (time-hi storey) analysis. The main parameters investigated are inter storey drift response, residual drift response, sequence of hinge formations, and behaviour of beams and columns. The effect of brace configurations, i.e., Chevronand Split-X , are also
灾祸
发表于 2025-3-25 23:03:12
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Licentious
发表于 2025-3-26 04:04:07
Seismic Response of Moment Resisting Frame with Open Ground Storey Designed as per Code Provisionsis and response spectrum analysis. Total seven models were analysed and designed with multiplication factor ranging from 1.0 to 2.5. From the results, it is observed that the value of MF equal to 2.5 has been found on the higher side, resulting in increased dimension and percentage of reinforcement
botany
发表于 2025-3-26 08:22:43
Seismic Performance of Flat Slab Buildingsith and without considering the continuity of slab bottom reinforcement through column cages. Equivalent frame approach with transverse torsional members has been used to model these flat slab buildings. From the results of nonlinear analysis it is clear that most of the buildings are not ensuring C
Bureaucracy
发表于 2025-3-26 10:20:04
Experimental Investigations on Seismic Performance of Gravity Load Designed and Corrosion Affected Bituation due to corrosion in the RC structures. The findings of the present study will be helpful to formulate the adequate strengthening measures for improved seismic performance of the deficient- and degraded- structures to avoid catastrophic failures under seismic events.
滴注
发表于 2025-3-26 16:26:39
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Vo2-Max
发表于 2025-3-26 19:05:19
Influence of Joint Panel Zone on Seismic Behaviour of Beam-to-Column Connections columns. This is due to inadequate shear strength of the JPZ. Also, excessive kinking in columns may lead to brittle failure of connections far before flexural capacity of beam is reached, thereby causing complete collapse of the structure.