Double nonlinear analysis of the loading capacity of drilling derrick steel structures containing defects and defacements

Advances in Structural Engineering

Volumn 4, Issue 1, 2001, Pages 43-49

  Wang, Y Q ^a   Yuan, Y Z ^a   Zhou, G Q ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

Derrick structure; Geometric nonlinear; Loading capacity; Material nonlinear

Indexed keywords

ACCIDENT PREVENTION; BEARING CAPACITY; BENDING (DEFORMATION); DEFECTS; DRILLING; FINITE ELEMENT METHOD; LOAD LIMITS; MATHEMATICAL MODELS; STEEL STRUCTURES; STIFFNESS MATRIX; STRUCTURAL ANALYSIS;

DEFACEMENTS;

CRANES;

EID: 0035246863     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/1369433011502336     Document Type: Article

References (8)

1. Nonlinear finite element analysis of angle and tee beam-columns
2. Nonlinear analysis of thin-walled structures using least element/member
3. Yield surface applications in nonlinear steel frame analysis
4. Elasto-plastic large deformation analysis of thin-walled structures
5. Factors influencing frame stability