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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Dipesh Kamati is a PG student at the civil engineering department of Marwadi University. Avon Dobariya is a Technical Assistant at Marwadi University, specializing in earthquake and seismic analysis laboratories. With over ten years of experience in seismic analysis, laboratory experimentation, and simulation software such as STAAD.Pro, ETABS.
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Paperback. Zustand: 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 multiple locations in the US or from the UK, depending on stock availability. Bestandsnummer des Verkäufers 9786209428043
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Taschenbuch. Zustand: 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. Bestandsnummer des Verkäufers 9786209428043
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Paperback. Zustand: 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 Sydney, NSW warehouse or from our UK or US warehouse, depending on stock availability. Bestandsnummer des Verkäufers 9786209428043
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Paperback. Zustand: 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. Bestandsnummer des Verkäufers 9786209428043
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Taschenbuch. Zustand: 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. Bestandsnummer des Verkäufers 134520990
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