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Phichaya Suwansaya on Muck Rack

Phichaya Suwansaya

As seen in: MDPI
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Articles

Simplified Procedure for Rapidly Estimating Inelastic Responses of Numerous High-Rise Buildings with Reinforced Concrete Shear Walls

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By Pennung Warnitchai, Phichaya Suwansaya
| MDPI
Abstract : Nonlinear response history analysis (NLRHA) is considered the most accurate procedure for evaluating the seismic performance of high-rise buildings. However, it requires considerable expertise and analysis time, making it inappropriate for some applications involving numerous high-rise buildings (e.g., the seismic loss estimation of a city).
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