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Wind loads for open sided structures

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Hello, I need some detailed info about Wind loads at open buildings. Especially 
 barrel-vault structure which has two sides completely open. ASCE explains 
external pressure coefficients for vaulted structures and there are coefficients 
 for partially open building but im asking for a structure which is 60m span 
 vaulted shape starts from ground level raising for 40m then descend to 
ground level. Also other two sides completely open in this case how can i 
calculate windloads for this type of job using ASCE??Thanks in advanceHakan 
Ezcan =

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