Behavior of a single layer spherical dome with openings and large depth-to-span ratio

Advances in Structural Engineering

Volumn 5, Issue 3, 2002, Pages 137-142

  Han, Qinghua ^a   Liu, Xiliang ^a  

^a TIANJIN UNIVERSITY   (China)

Author keywords

Design; Dynamic properties; Installation; Large depth to span ratio; Nonlinear buckling analysis; Openings; Single layer spherical dome

Indexed keywords

BUCKLING; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; EIGENVALUES AND EIGENFUNCTIONS; ITERATIVE METHODS; STRUCTURAL LOADS; VECTORS; VIBRATION MEASUREMENT; WIND EFFECTS;

BLOCK LANCZOS METHOD; CYLINDRICAL ARC LENGTH METHOD; DEAD LOAD; DEPTH TO SPAN RATIO; EIGENBUCKLING; LIVE LOAD; LOAD CAPACITY; NONLINEAR BUCKLING ANALYSIS; STRAIGHT BEAM ELEMENT; SUBSPACE ITERATION METHOD;

DOMES;

EID: 0036678271     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/136943302760228086     Document Type: Article

References (7)

1. A faster incremental/iterative solution procedure that handles 'snap-through