Horizontal Shear in the Floor Slab and Reinforcement Design of a oblem

• Main Authors: Jyh-Jian Liou, 劉志堅
• Other Authors: Pan, Chan-Ping
• Format: Others
• Language: zh-TW
• Published: 1995
• Online Access: http://ndltd.ncl.edu.tw/handle/09896762011598773239

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.