Tall building response parameters: Sensitivity study based on orthogonal factorial experiment design technique

Journal of Structural Engineering

Volumn 136, Issue 2, 2010, Pages 160-164

  Filliben, J J ^a   Simiu, E ^a  

^a NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY   (United States)

Author keywords

Buildings, high rise; Damping; Frequency; Structural design; Wind speed

Indexed keywords

BUILDINGS , HIGH-RISE; DAMPING RATIO; EXPERIMENT DESIGN; FACTORIAL EXPERIMENT; FLEXIBLE BUILDING; FLOW PARAMETERS; FREQUENCY; FUTURE APPLICATIONS; NONLINEAR BEHAVIOR; RESPONSE PARAMETERS; SAFETY LEVEL; SENSITIVITY STUDIES; STATICALLY INDETERMINATE STRUCTURE; STRUCTURAL ENGINEER; TOTAL RESPONSE; WIND LOAD FACTOR; WIND SPEED;

AERODYNAMIC LOADS; AERODYNAMICS; BUILDING CODES; DAMPING; EXPERIMENTS; LOADS (FORCES); TALL BUILDINGS; WIND STRESS;

STRUCTURAL DESIGN;

EID: 81855191343     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2010)136:2(160)     Document Type: Article

References (4)

1. Box, G. E., Hunter, W. G., and Hunter, J. S. (1978). Statistics for experimenters, Wiley, New York.
2. Saltelli, A., Chan, K., and, Scott, E. M., (2000). Sensitivity analysis, Wiley, New York.
3. Saltelli, A., Tarantola, S., Campolongo, F., and Ralto, M. (2004). Sensitivity analysis in practice: A guide to assessing scientific models, Wiley, New York.
4. Simiu, E., and Miyata, T. (2006). Design of buildings and bridges for wind, Wiley, New York.