Lei Jiang – författare

Structural Theory and Innovative Technologies for Concrete-Filled Steel Tubular Bridges examines concrete-filled steel tubular bridges, including arch bridges, truss bridges, piers and towers in cable stayed and suspension bridges. The book considers, in detail, foundational theoretical issues such as: research on the buckling performance of concrete-filled steel tube walls, the static and fatigue performance of joints, the effects of temperature, interface performance, and the confinement effects. The book also proposes design methods for concrete-filled steel tubular bridges and provides engineering design and application examples for concreteCovers various concrete-filled steel tubular bridge types, including arch bridges, truss bridges, piers, towers in cable stayed and suspension bridgesCritical foundational theoretical issues - including the buckling behavior of steel tubes for the super-size cross section in towers, the static and fatigue performance of the concrete-filled steel tubular joint, steel-concrete interfacial behavior, confinement effect of the members and temperature action of the composite bridge - are coveredNew design methods for arch bridges, truss bridges, piers and towers are proposed

Structural Theory and Innovative Technologies for Concrete-Filled Steel Tubular Bridges examines concrete-filled steel tubular bridges, including arch bridges, truss bridges, piers and towers in cable stayed and suspension bridges. The book considers, in detail, foundational theoretical issues such as: research on the buckling performance of concrete-filled steel tube walls, the static and fatigue performance of joints, the effects of temperature, interface performance, and the confinement effects. The book also proposes design methods for concrete-filled steel tubular bridges and provides engineering design and application examples for concrete- Covers various concrete-filled steel tubular bridge types, including arch bridges, truss bridges, piers, towers in cable stayed and suspension bridges- Critical foundational theoretical issues - including the buckling behavior of steel tubes for the super-size cross section in towers, the static and fatigue performance of the concrete-filled steel tubular joint, steel-concrete interfacial behavior, confinement effect of the members and temperature action of the composite bridge - are covered- New design methods for arch bridges, truss bridges, piers and towers are proposed

Superhydrophobic surfaces, artificially mimicking lotus leaves, have captured the attention of scientists and engineers over the past few decades. Recent trends have shifted from superhydrophobicity to superominipohobicity, or superamphiphobicity. In addition, dynamic rather than static surface wetting/dewetting properties, which can be triggered by various stimuli, including temperature, pH, magnetic/electric fields, solvents, light exposure etc, have been highly sought after for commercial applications. This book will focus on recent topics related to various stimuli-responsive wetting/dewetting surfaces, and give an overview of the knowledge and concepts of how to design and establish these smart artificial surfaces, which can be used for technical developments in a wide variety research fields.

This book presents a bibliographical review of the use of Bayesian networks in reliability over the last decade. Bayesian network (BN) is considered to be one of the most powerful models in probabilistic knowledge representation and inference, and it is increasingly used in the field of reliability. After focusing on the engineering systems, the book subsequently discusses twelve important issues in the BN-based reliability methodologies, such as BN structure modeling, BN parameter modeling, BN inference, validation, and verification. As such, it is a valuable resource for researchers and practitioners in the field of reliability engineering.

 This book presents a bibliographical review of the use of Bayesian networks in reliability over the last decade. Bayesian network (BN) is considered to be one of the most powerful models in probabilistic knowledge representation and inference, and it is increasingly used in the field of reliability. After focusing on the engineering systems, the book subsequently discusses twelve important issues in the BN-based reliability methodologies, such as BN structure modeling, BN parameter modeling, BN inference, validation, and verification. As such, it is a valuable resource for researchers and practitioners in the field of reliability engineering.