Reliability, responsibility and reality in structural engineering

Proceedings of the Institution of Civil Engineers: Structures and Buildings

Volumn 161, Issue 4, 2008, Pages 215-218

  Nethercot, D A ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Structural frameworks risk probability analysis

Indexed keywords

STRUCTURAL DESIGN;

ACADEMIC COMMUNITY; CODES OF PRACTICE; PROBABILITY ANALYSIS; PROJECT SPECIFICATION; STRUCTURAL BEHAVIOUR;

RELIABILITY;

CIVIL ENGINEERING; PROBABILITY; RELIABILITY ANALYSIS; RISK ASSESSMENT;

EID: 49249083417     PISSN: 09650911     EISSN: None     Source Type: Journal    
DOI: 10.1680/stbu.2008.161.4.215     Document Type: Article

References (5)

1. KETTER R. L. The influence of residual stresses on the strength of structural members. Welding Research Council Bulletin No. 44, 1958.
2. NETHERCOT D. A., LI T. Q. and AHMED B. A. Plasticity of composite beams at serviceability limit state. The Structural Engineer, 1998, 76, No. 15, 289-293.
3. SAIDINI M. and NETHERCOT D. A. Serviceability deflections and displacements in steel framed structures; Code requirements and their bases. IABSE Proceedings, 1995, 5, No. 2, 110-113.
4. NETHERCOT D. A., IZZUDDIN B. A., ELGHAZOULI A. E. and VLASSIS A. G. Aligning progressive collapse with conventional structure design. ICASS 07 (LIEW R. and CHOO Y. S. (eds)), Vol. 1, Research Publishing, 2008, pp. 1-21.
5. STAROSSEK U. Disproportionate collapse: a pragmatic approach. Proceedings of the Institution of Civil Engineers, Structures and Buildings, 2007, 160, No. 6, 317-325.