Horizontal Shear in the Floor Slab and Reinforcement Design of a oblem
碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 83 === For some building floors with special configurations begave like a flexible diaghragm. The first step in this study , compared the ETABS program ( with rigid floor assumption ) and the SAP90 progra...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1995
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| Online Access: | http://ndltd.ncl.edu.tw/handle/09896762011598773239 |
| Summary: | 碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 83 === For some building floors with special configurations begave
like a flexible diaghragm. The first step in this study ,
compared the ETABS program ( with rigid floor assumption
) and the SAP90 program (with flexible floor assumption).
The horizontal slab shear obtained by cut a free body from
the structure tends to underestimate the real values . The
examples used in this study include structures from 2 to 16
story high. The shear forces obtained by finitelement
calculation should be more accurate. All non-slender structures
should not be modeled as beam elements.The second step in this
study is to find a suitable way which can do the reinforcement
design for plane stress problems. The concepts and formula
were derived and compared with current design code . The
anchorage requirement was considered also.
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