peer reviewedEurocode 3 Part 1-8 provides detailed application rules for the design of bolted end-plate connections. Although these rules apply to connections with any number of vertical bolt rows, most of them are limited to configurations with two bolts only in each horizontal row, i.e. one bolt on each side of the beam or column web. However, it is sometimes more economic to place four bolts in one row, for instance when wide flange H-sections are used. This configuration is commonly met in different countries in Europe and, in particular, in Germany where this configuration is even standardized. The theoretical model on which the Eurocode 3 application rules are founded is general and can be potentially applied to connections with four ...
A series of retrofitted extended end-plate connections have been tested experimentally and evaluated...
In practice, structures of pallet racks are characterized by very wide options of beam-to-column con...
Práce je zaměřena na návrh šroubovaného styčníku ocelových konstrukcí čelní deskou se čtyřmi šrouby ...
peer reviewedEurocode 3 Part 1-8 provides detailed application rules for the design of bolted end-pl...
Eurocode 3 Part 1-8 provides detailed application rules for the design of bolted end-plate connectio...
Connections made by use of wide end plates, i.e., by means of four bolts in one row are widely used ...
The moment resistance of beam-to-column connections is frequently utilised in steel structures. Euro...
peer reviewedPublications containing resistance tables for joints in steel structures have been pub...
This paper concentrates on the design rule for net cross-section resistance as one of the design rul...
Bolted joints are broadly used for the connections of structural elements in steel bridges. Rules fo...
The design rules in EN 1993-1-8 (the Eurocode) for beam-to-column joints in steel frames with endpla...
Timber construction has increased in popularity in different countries in Europe thanks to a new mat...
RÉSUMÉ: Les assemblages par plaque de cisaillement sont une solution simple et efficace et économiqu...
Connections are usually designed as pinned or rigid although the actual behaviour is known to fall b...
Connections are usually designed as pinned or rigid although the actual behaviour is known to fall b...
A series of retrofitted extended end-plate connections have been tested experimentally and evaluated...
In practice, structures of pallet racks are characterized by very wide options of beam-to-column con...
Práce je zaměřena na návrh šroubovaného styčníku ocelových konstrukcí čelní deskou se čtyřmi šrouby ...
peer reviewedEurocode 3 Part 1-8 provides detailed application rules for the design of bolted end-pl...
Eurocode 3 Part 1-8 provides detailed application rules for the design of bolted end-plate connectio...
Connections made by use of wide end plates, i.e., by means of four bolts in one row are widely used ...
The moment resistance of beam-to-column connections is frequently utilised in steel structures. Euro...
peer reviewedPublications containing resistance tables for joints in steel structures have been pub...
This paper concentrates on the design rule for net cross-section resistance as one of the design rul...
Bolted joints are broadly used for the connections of structural elements in steel bridges. Rules fo...
The design rules in EN 1993-1-8 (the Eurocode) for beam-to-column joints in steel frames with endpla...
Timber construction has increased in popularity in different countries in Europe thanks to a new mat...
RÉSUMÉ: Les assemblages par plaque de cisaillement sont une solution simple et efficace et économiqu...
Connections are usually designed as pinned or rigid although the actual behaviour is known to fall b...
Connections are usually designed as pinned or rigid although the actual behaviour is known to fall b...
A series of retrofitted extended end-plate connections have been tested experimentally and evaluated...
In practice, structures of pallet racks are characterized by very wide options of beam-to-column con...
Práce je zaměřena na návrh šroubovaného styčníku ocelových konstrukcí čelní deskou se čtyřmi šrouby ...