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| STRUCTURE DESIGN OF GOVERNMENTAL OFFICE BUILDING IN SHISHI CITY |
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Revised:November 16, 2001
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| DOI： |
| KeyWord:Canister shearing wall structure,Structural stiffness,Aseismatic capability, |
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| Abstract: |
| The canister shearing wall structure was introduced in the structure design of government office building in Shishi city. This brought about commodious space in plane, flexible compartmentization, high structural stiffness, improved safety and aseismatic and typhoon-proof capacities of the structure. In the light of engineering geology, the cast-in-place piles with artificial-digging holes were used. The inspection of the pile foundation indicates that first class of the pile accounts for 81 percent and second class of pile 19 percent. The spot checks of three pile cores show that the minimum compression strength is 37MPa, meeting the need of design. Checking computation was made on the upper structure with the software developed by the China Architecture Science Research Institute. The results of checking computation are in line with the state criteria. The building has been made available to the users and run normally. |
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