Kamati Dipesh (13 results)

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Taschenbuch. Condition: 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.

Condition: New.

PAP. Condition: New. New Book. Shipped from UK. THIS BOOK IS PRINTED ON DEMAND. Established seller since 2000.

PAP. Condition: New. New Book. Delivered from our UK warehouse in 4 to 14 business days. THIS BOOK IS PRINTED ON DEMAND. Established seller since 2000.

Paperback. Condition: 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.

Taschenbuch. Condition: 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.

Paperback. Condition: 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.

Paperback. Condition: 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.

Taschenbuch. Condition: 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.

Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering.

Condition: New. Print on Demand.

Condition: New. PRINT ON DEMAND.