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LESSONS LEARNED LIST FOR JAZAN PROJECT

Project No. Title Discipline FWBS

Jazan 1 Civil 1321

Jazan 2 Dynamic load calculation/estimation Civil 1321

Jazan 3 Amplitude Check for Table Top tructure Civil 1321

Jazan ! Civil 1321

Jazan " Civil 1321

Jazan # Civil 1323

Jazan $ Civil 1323

tructural confi%uration/type for Table Toptructure

&ibration &elocity Check for Table Toptructure

Transient and teady tate Dynamic'esponse

'einforcement Arran%ement for (rre%ular)lock*Type +dn for (D+ and +D+

Tips , Tricks in creatin% solid elements inA-2...

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Description

Different structural confi%uration/type of table top structure namelythe block*type 0all*type and column*type table top structure

orkin% formula for dynamic loads applied on block*type foundationlar%e pumps4 'efer to A5*6*..$ sec 7!2

orkin% formula for amplitude and vibration velocity check for tabletop structure based on J8 and A5

orkin% formula for amplitude and vibration velocity check for tabletop structure based on A5

Difference bet0een transient and steady state dynamic response inamplitude check of table top structure

'einforcement for irre%ular block*type foundation 0ere distributed

alon% the perimeter and satisifyin% the minimum reinforcementre9uirement for : , y*direction

;odelin% techni9ue of solids in A-2... for (rre%ular )locked*Type+oundation

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Lessons Learne

Convenient and 5asiest ay to model )lock*type foundation as solid elements in A-2...

(nitially usin% a moment resistin% frame structural confi%uration '

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Reco!!enations ActionNotes

5valuate carefully the structural confi%uration of the table top structure and useappropriate response modification factor in order to arrive 0ith a practical concrete)6

(nitially confirm 0ith 'ET %roup then use the formula %iven in times that the vendordid not provide the dynamic load

(nitially confirm 0ith 'ET %roup then use the formula %iven in times that the vendordid not provide the vibration amplitude limit

(nitially confirm 0ith 'ET %roup then use the formula %iven in times that the vendordid not provide the vibration velocity limit

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Jo"coe #$%%$&$%%'&$%%()

3..!

3..!

3..!

3..!

3..!

3..!

3..!

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