Structural concreteStructural engineering international. 1996, Vol 6, Num 4, pp 236-254, issn 1016-8664Conference Proceedings

Failure of a silo in a sinter plantGILBERTSON, A.Structural engineering international. 1996, Vol 6, Num 4, issn 1016-8664, p. 285Conference Paper

Economic considerations of displacement-based seismic design of structural concrete buildingsGARCIA, L. E.Structural engineering international. 1996, Vol 6, Num 4, pp 243-248, issn 1016-8664Conference Paper

Testing and repair of concrete silosAJDUKIEWICZ, A.Structural engineering international. 1996, Vol 6, Num 4, pp 278-281, issn 1016-8664Conference Paper

US 183 elevated, Austin, TexasVAN LANDUYT, D.Structural engineering international. 1996, Vol 6, Num 4, pp 264-265, issn 1016-8664Conference Paper

Cable-stayed pedestrian bridge, SpainLLOMBART, J. A; REVOLTOS, J.Structural engineering international. 1996, Vol 6, Num 4, pp 222-223, issn 1016-8664Conference Paper

Robust concrete bridges without bearings and jointsPÖTZL, M; SCHLAICH, J.Structural engineering international. 1996, Vol 6, Num 4, pp 266-268, issn 1016-8664Conference Paper

Self-compacting high performance concreteOKAMURA, H; OZAWA, K.Structural engineering international. 1996, Vol 6, Num 4, pp 269-270, issn 1016-8664Conference Paper

Ship impact on inland waterwaysGROB, J; HAJDIN, N.Structural engineering international. 1996, Vol 6, Num 4, pp 230-235, issn 1016-8664Conference Paper

A Ro-Ro for Dublin HarbourHAKKAART, C. J. A.Structural engineering international. 1996, Vol 6, Num 4, pp 224-226, issn 1016-8664Conference Paper

Stress ribbon concrete bridgesSCHLAICH, J; ENGELSMANN, S.Structural engineering international. 1996, Vol 6, Num 4, pp 271-274, issn 1016-8664Conference Paper

Epoxy-coated reinforcement in Texas bridge structuresWOLF, L. M; SARCINELLA, R. L; JIRSA, J. O et al.Structural engineering international. 1996, Vol 6, Num 4, pp 275-277, issn 1016-8664Conference Paper

Longitudinal thermal behaviour of a concrete box girder bridgeFROLI, M; HARIGA, N; NATI, G et al.Structural engineering international. 1996, Vol 6, Num 4, pp 237-242, issn 1016-8664Conference Paper

Ductility requirements for reinforcement under EurocodesMACCHI, G; PINTO, P. E; SANPAOLESI, L et al.Structural engineering international. 1996, Vol 6, Num 4, pp 249-254, issn 1016-8664Conference Paper

Impact-echo condition assessment of structuresSANSALONE, M. J; STREETT, W. B.Structural engineering international. 1996, Vol 6, Num 4, pp 282-284, issn 1016-8664Conference Paper

The Guggenheim Museum, Bilbao, SpainIYENGAR, H; NOVAK, L; SINN, R et al.Structural engineering international. 1996, Vol 6, Num 4, pp 227-229, issn 1016-8664Conference Paper

Analyzing the ultimate capacity of a precast segmental box girder bridgeTASSIN, D; DODSON, B; TAKEBAYASHI, T et al.Structural engineering international. 1996, Vol 6, Num 4, pp 255-258, issn 1016-8664Conference Paper

Field instrumentation of a post-tensioned segmental box girder bridgeROBERTS-WOLLMANN, C. L; BREEN, J. E; KREGER, M. E et al.Structural engineering international. 1996, Vol 6, Num 4, pp 259-263, issn 1016-8664Conference Paper