Gianluca Ranzi

Yu-Win Wang

Massimiliano Bocciarelli

Sumei Zhang

Riccardo Zandonini

Alejandro Pérez Caldentey

John van Rooyen

Gianluca Cusatis

Liugino Dezi

Graziano Leoni

A. Abdullah Dönmez

Marion Rauch

Roberto T. Leon

Giovanni Di Luzi

Yue Geng

John Hewitt

Raymond Ian Gilbert

Javier Jordán

Steel-concrete composite structures are widely used throughout the world for buildings and bridges. A distinguishing feature of this form of construction is the combination of concrete and steel components to achieve enhanced structural performance.

The time-dependent response of concrete and its influence on the service behaviour and design of composite structures are the main focus of this SED. For the first time, a publication combines a state-of-the-art review of the research with the available design specifications of Europe, Australia and New Zealand, and USA. This publication intends to enhance the awareness of the service response of composite structures and of the latest research and standards’ developments. It is aimed at designers and researchers alike.

The review of research available in open literature is provided and arranged according to structural typologies, i. e. slabs, beams, and columns. It serves as background information for current service design rules and provides insight into the most recent research advancements. The review of available design guidelines presents the similarities and differences of the recommended service design procedures influenced by concrete time effects. Selected case studies of building and bridge projects show possible design approaches and the rationale required when dealing with the time-dependent response and design of composite structures. The authors of this publication are design engineers and academics involved in the service design and research on the time-dependent response of composite structures.

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