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Aseismic design code
G.L. Hutchinson, Reader in Civil Engineering, University of Melbourne and John L. Wilson, formerly State Electricity Commission of Victoria, Melbourne, now of Ove Arup & Partners, London, examine the design of typical medium-rise steel-framed industrial buildings. Such buildings usually possess a non-uniform distribution of mass and stiffness and consequently respond in more than one mode under earthquake excitation, thus making the application of Article 16 of the Chinese Earthquake Code appropriate
Aseismic design code
G.L. Hutchinson, Reader in Civil Engineering, University of Melbourne and John L. Wilson, formerly State Electricity Commission of Victoria, Melbourne, now of Ove Arup & Partners, London, examine the design of typical medium-rise steel-framed industrial buildings. Such buildings usually possess a non-uniform distribution of mass and stiffness and consequently respond in more than one mode under earthquake excitation, thus making the application of Article 16 of the Chinese Earthquake Code appropriate
Aseismic design code
Hutchinson, G.L. (author) / Wilson, John L. (author)
Building Research & Information ; 17 ; 327-336
1989-11-01
10 pages
Article (Journal)
Electronic Resource
English
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