富饶
发表于 2025-3-28 16:44:19
Evaluation of Earthquake Resistance of Steel Moment Resisting Frames,smic design. Earthquake response analysis is a useful tool for establishing and calibrating a design method. The reliability of the design method depends largely on the reliability of the analysis. The reliability of the analysis result improves according with the accuracy of the hysteresis model ap
conifer
发表于 2025-3-28 22:47:48
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–DOX
发表于 2025-3-29 00:49:06
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ACME
发表于 2025-3-29 04:27:01
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造反,叛乱
发表于 2025-3-29 10:52:35
Evaluation of Different Approaches to Estimate Seismic Input Energy and Top Displacement Demand ofof the system and input energy time series of earthquake ground motion on its equivalent SDOF systems. Using the determined seismic input energy per unit mass, δ. is predicted by literature equations. Effects of spectral matching on the success of seismic input energy and inelastic displacement dem
征兵
发表于 2025-3-29 12:51:00
,NDSHA—A Reliable Modern Approach for Alternative Seismic Input Modelling,thquake (MCE), whose magnitude and focal mechanism is defined from regional seismic history and seismotectonics. This approach allows for a realistic description of the seismic ground motion due to an earthquake of given epicentral distance and magnitude at any point of interest within a given const
铁砧
发表于 2025-3-29 17:42:30
A Review on Performance-Based Plastic Design Method: Concept and Recent Developments, of the PBPD method. Key aspects of the PBPD method including the energy demand calculation, the force and member strength distribution to achieve uniform damage, and hysteretic consideration are reviewed and discussed. An example that illustrates the PBPD concept is provided. Finally, recent develo
Peculate
发表于 2025-3-29 22:04:45
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verdict
发表于 2025-3-30 00:34:32
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Bereavement
发表于 2025-3-30 05:39:14
A Damage Index for the Seismic Evaluation of Buckling-Restrained Braces,f the maximum core strain attained as well as the cumulative deformation effect. A qualification scale has been assigned to the proposed damage index as a tool for evaluating whether the BRB element should be replaced or left on site. Furthermore, a series of nonlinear dynamic analyses were carried