Numerical analysis of continuous composite beams under service loading

Advances in Structural Engineering

Volumn 5, Issue 1, 2002, Pages 1-12

  Bradford, M A ^a   Manh, H Vu ^a   Gilbert, R I ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Composite construction; Continuous beams; Cracking; Creep; Force method; Moment redistribution; Shrinkage

Indexed keywords

COMPUTER APPLICATIONS; CONCRETE SLABS; CONSTRUCTION; CRACK INITIATION; CREEP; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; SHRINKAGE; STRUCTURAL LOADS;

AGE ADJUSTED EFFECTIVE MODULUS METHOD; COMPOSITE CONSTRUCTION; CONTINUOUS COMPOSITE BEAM; FORCE METHOD; LONGITUDINAL ANALYSIS; MOMENT REDISTRIBUTION; SERVICE LOADING; SHORT TERM ANALYSIS; TIME DEPENDENT ANALYSIS;

COMPOSITE BEAMS AND GIRDERS;

EID: 0036465094     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/1369433021502498     Document Type: Article

References (10)

1. Prediction of concrete creep effects using age-adjusted effective modulus method
2. Nonlinear behaviour of composite beams at service loads
3. Experiments on propped continuous composite beams subject to sustained service loading
4. Creep and shrinkage analysis of composite beams
5. Time-dependent behaviour of continuous composite beams at service loads
6. Composite connections