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This paper presents the design and implementation of a MIniature SwitchAble (MISA) connection system for stochastic modular robots.
This paper focuses on the point-to-point X-RAD connection system for the construction of cross laminated timber buildings in earthquake prone areas.
The nodal connection system for the free-form grid spatial structures should both implement complex-shaped curvature and fulfil the required loading capacity, whilst also meeting various important requirements, such as quick and easy assembly at the construction site.
This paper presents the development of an innovative beam-to-column bolted connection system for GFRP tubular profiles comprising tailor-made steel connection parts that are positioned inside the GFRP sections.
The results show that a shear connection with double-sided nail plates can be designed to provide a sufficiently high level of composite action and load-carrying capacity and represents an alternative shear connection system for glulam CLT composite floors.
The electrode holder was also chosen for inertness (low toxicity) and optimal compatibility with the electrodes, including also a spring-pin connection system for easy disassembly.
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There are three kinds of connection systems for PV module.
Coarse sand coating shear connection systems for GFRP structures show strong bondage in the shear direction but poor grip in the normal direction.
Several studies have been performed on the bonding methods of FRP sheets and plates, but limited research has been undertaken on the critical shear connection systems for innovative GFRP concrete composite bridge decks structures.
Specifically, as the Hellenic Transmission System Operator S.A. publishes binding and final offers for connection system or network for power stations of renewable energy and stations and cogeneration plants of electricity and heat and high performance (CHP), we assume that till 2020, half of the nonbinding offers will be achieved.
In this respect, the rectangular notch connection system is recommended for use in bridge design as opposed to metal plate connections.
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