The effects of diaphragm components in resisting lateral stability of precast concrete frames
Frame system structures which composed of only reinforced concrete columns, beams and slabs, have been recently adopted for many framed buildings. Generally, flexural stiffness of slabs is ignored in the conventional analysis of bare frame structures. However, in reality, the floor slabs may have so...
| Main Authors: | , |
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| Format: | Monograph |
| Language: | English |
| Published: |
Universiti Teknologi Malaysia
2005
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| Subjects: | |
| Online Access: | http://eprints.utm.my/2732/2/75139.pdf |