Jin Laijian, Qin Daoyi, Li Qingyun. EQUIVALENCE LOAD VALUE WHEN PARTITION WALL ACTS ON TWO- WAY SLAB[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 75-76.
Citation:
Jin Laijian, Qin Daoyi, Li Qingyun. EQUIVALENCE LOAD VALUE WHEN PARTITION WALL ACTS ON TWO- WAY SLAB[J]. INDUSTRIAL CONSTRUCTION , 2006, 36(9): 75-76.
Jin Laijian, Qin Daoyi, Li Qingyun. EQUIVALENCE LOAD VALUE WHEN PARTITION WALL ACTS ON TWO- WAY SLAB[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 75-76.
Citation:
Jin Laijian, Qin Daoyi, Li Qingyun. EQUIVALENCE LOAD VALUE WHEN PARTITION WALL ACTS ON TWO- WAY SLAB[J]. INDUSTRIAL CONSTRUCTION , 2006, 36(9): 75-76.
EQUIVALENCE LOAD VALUE WHEN PARTITION WALL ACTS ON TWO- WAY SLAB
Received Date: 2006-02-25
Publish Date:
2006-09-20
Abstract
Based on the three s orts of two-way s labs , which s pans are 6m @ 6m、71 2m @ 71 2m、 81 4m@ 81 4m, a form that is equivalence load value when partition wall acts on two-way slab has been finished by finite element analysis , the form will be used by engineers.
References
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HBJ 3-98 航空工业工程建设设计规程
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Proportional views