Below is a condensed version of approximately 1,000 characters, preserving the core methodology, results, and implications:---This study examines the seismic response of reinforced concrete buildings with plan irregularities using an integrated framework that combines statistical analysis and machine learning. A comprehensive dataset covering four common irregular configurations (C, L, T, and I shapes) was analyzed using five plan irregularity ratios (L/B, L/B1, B/L2, B2/B, and L1/L) and key seismic response parameters, including base shear, storey drift, roof displacement, and roof acceleration, under far-fault and near-fault ground motions. Pearson correlation analysis identified consistent associations between the L/B ratio and base shear and displacement, though with directional and configurational variability. One-way ANOVA indicated that shape or ground motion alone does not significantly govern seismic response, whereas two-way ANOVA confirmed a significant interaction effect between geometry and excitation.
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PAP. Condizione: New. New Book. Shipped from UK. Established seller since 2000. Codice articolo L2-9786209428043
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Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germania
Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Below is a condensed version of approximately 1,000 characters, preserving the core methodology, results, and implications:---This study examines the seismic response of reinforced concrete buildings with plan irregularities using an integrated framework that combines statistical analysis and machine learning. A comprehensive dataset covering four common irregular configurations (C, L, T, and I shapes) was analyzed using five plan irregularity ratios (L/B, L/B1, B/L2, B2/B, and L1/L) and key seismic response parameters, including base shear, storey drift, roof displacement, and roof acceleration, under far-fault and near-fault ground motions. Pearson correlation analysis identified consistent associations between the L/B ratio and base shear and displacement, though with directional and configurational variability. One-way ANOVA indicated that shape or ground motion alone does not significantly govern seismic response, whereas two-way ANOVA confirmed a significant interaction effect between geometry and excitation. 136 pp. Englisch. Codice articolo 9786209428043
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Da: CitiRetail, Stevenage, Regno Unito
Paperback. Condizione: new. Paperback. Below is a condensed version of approximately 1,000 characters, preserving the core methodology, results, and implications: ---This study examines the seismic response of reinforced concrete buildings with plan irregularities using an integrated framework that combines statistical analysis and machine learning. A comprehensive dataset covering four common irregular configurations (C, L, T, and I shapes) was analyzed using five plan irregularity ratios (L/B, L/B1, B/L2, B2/B, and L1/L) and key seismic response parameters, including base shear, storey drift, roof displacement, and roof acceleration, under far-fault and near-fault ground motions. Pearson correlation analysis identified consistent associations between the L/B ratio and base shear and displacement, though with directional and configurational variability. One-way ANOVA indicated that shape or ground motion alone does not significantly govern seismic response, whereas two-way ANOVA confirmed a significant interaction effect between geometry and excitation. This item is printed on demand. Shipping may be from our UK warehouse or from our Australian or US warehouses, depending on stock availability. Codice articolo 9786209428043
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Da: preigu, Osnabrück, Germania
Taschenbuch. Condizione: Neu. Shape-Specific Seismic Sensitivity Analysis of Irregular RC Buildings | Dipesh Kamati (u. a.) | Taschenbuch | Englisch | 2026 | LAP LAMBERT Academic Publishing | EAN 9786209428043 | Verantwortliche Person für die EU: SIA OmniScriptum Publishing, Brivibas Gatve 197, 1039 RIGA, LETTLAND, customerservice[at]vdm-vsg[dot]de | Anbieter: preigu. Codice articolo 134520990
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Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germania
Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Below is a condensed version of approximately 1,000 characters, preserving the core methodology, results, and implications:---This study examines the seismic response of reinforced concrete buildings with plan irregularities using an integrated framework that combines statistical analysis and machine learning. A comprehensive dataset covering four common irregular configurations (C, L, T, and I shapes) was analyzed using five plan irregularity ratios (L/B, L/B1, B/L2, B2/B, and L1/L) and key seismic response parameters, including base shear, storey drift, roof displacement, and roof acceleration, under far-fault and near-fault ground motions. Pearson correlation analysis identified consistent associations between the L/B ratio and base shear and displacement, though with directional and configurational variability. One-way ANOVA indicated that shape or ground motion alone does not significantly govern seismic response, whereas two-way ANOVA confirmed a significant interaction effect between geometry and excitation.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 136 pp. Englisch. Codice articolo 9786209428043
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Da: Biblios, Frankfurt am main, HESSE, Germania
Condizione: New. PRINT ON DEMAND. Codice articolo 18405737414
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