Elasto-Plastic Model for Timber-Concrete Composite Beams with Ductile Connection

Author： Frangi Andrea   Fontana Mario  

Publisher： International Association for Bridge and Structural Engineering

ISSN： 1016-8664

Source： Structural Engineering International, Vol.13, Iss.1, 2003-01, pp. : 47-57

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

A Timber/Concrete Composite System

By Meierhofer Ulrich  

Structural Engineering International, Vol. 3, Iss. 2, 1993-05 ,pp. : 104-107

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

A Timber–Concrete Composite Slab System for Use in Tall Buildings

By Kuhlmann Ulrike   Schänzlin Jörg  

Structural Engineering International, Vol. 18, Iss. 2, 2008-05 ,pp. : 174-178

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Elasto-plastic modelling of confined concrete elements following MC90 equations

By Melao Barros M.H.F.  

Engineering Structures, Vol. 23, Iss. 4, 2001-04 ,pp. : 311-318

Elsevier

Access to resources Recommend Favorite

Steel-concrete composite coupling beams - behavior and design

By Gong B.   Shahrooz B.M.  

Engineering Structures, Vol. 23, Iss. 11, 2001-11 ,pp. : 1480-1490

Elsevier

Access to resources Recommend Favorite

Response of SDOF bilinear elasto-dynamical models of cracked concrete beams for El Centro earthquake

By Pandey Umesh Kumar  

The IES Journal Part A: Civil & Structural Engineering, Vol. 6, Iss. 3, 2013-08 ,pp. : 222-238

Taylor & Francis Ltd

Access to resources Recommend Favorite