Andere Kunden interessierten sich auch für
![Flat Plate Multi Storied Frames with and without RC Infilled Walls]( "Flat Plate Multi Storied Frames with and without RC Infilled Walls")
Flat Plate Multi Storied Frames with and without RC Infilled Walls32,99 €![Study on behaviour of FRP confined circular column]( "Study on behaviour of FRP confined circular column")
Study on behaviour of FRP confined circular column26,99 €![Study on Analysis of building Using Composite Column and RCC Column]( "Study on Analysis of building Using Composite Column and RCC Column")
Study on Analysis of building Using Composite Column and RCC Column26,99 €![Optimal Design of Three Product Divided Wall Column]( "Optimal Design of Three Product Divided Wall Column")
Optimal Design of Three Product Divided Wall Column36,99 €![Welcome to the World of Single-Slope Column-Level Analog-to-Digital Converters for CMOS Image Sensors]( "Welcome to the World of Single-Slope Column-Level Analog-to-Digital Converters for CMOS Image Sensors")
Welcome to the World of Single-Slope Column-Level Analog-to-Digital Converters for CMOS Image Sensors75,99 €![In-Situ and Operando Probing of Energy Materials at Multiscale Down to Single Atomic Column - The Power of X-Rays, Neutrons and Electron Microscopy]( "In-Situ and Operando Probing of Energy Materials at Multiscale Down to Single Atomic Column - The Power of X-Rays, Neutrons and Electron Microscopy")
In-Situ and Operando Probing of Energy Materials at Multiscale Down to Single Atomic Column - The Power of X-Rays, Neutrons and Electron Microscopy40,99 €![Generalized straight-curved beam theories with isogeometric analysis]( "Generalized straight-curved beam theories with isogeometric analysis")
Generalized straight-curved beam theories with isogeometric analysis48,99 €
Existing reinforced concrete (RC) structures are often vulnerable to seismic events. The reports of damage observed pointed out the key importance of beam-to-column joints on the global performance of RC frames. Several theoretical and analytical formulations have been proposed for evaluating the shear strength of beam-to-column joints. The present work deals with the formulations for evaluating the shear strength of exterior and interior connections currently available in both the scientific literature and the main seismic codes. The comparison between the experimental results collected in a wide database and the theoretical shear strength is made for assessing the presented models. The models have been recalibrated and the relevant coefficients describing the average error and the dispersion of the models have been evaluated. Furthermore, the behaviour of reinforced concrete beam-to-column joints under cyclic loading is analysed and a simple model for dynamic non-linear analyses is proposed.