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Author Shen, Pusheng ♦ Fang, Hui ♦ Xia, Xinhong
Source SpringerLink
Content type Text
Publisher SP Higher Education Press
File Format PDF
Copyright Year ©2009
Language English
Subject Domain (in DDC) Technology ♦ Engineering & allied operations
Subject Keyword creep ♦ shrinkage ♦ construction process ♦ hybrid-structure ♦ Cities, Countries, Regions ♦ Civil Engineering
Abstract This paper aims to study the different vertical displacements in tall hybrid-structures and the corresponding engineering measures. First, the method to calculate the different vertical displacements in tall hybrid-structures is presented. This method takes into account the effects of construction process by applying loads sequentially story by story. Based on the concrete creep and shrinkage calculation formula in American Concrete Institute (ACI) code, with the assumption that loads are increased linearly in members, the creep and shrinkage effects of members are analyzed by adopting two parameters named average load-aged coefficient and average age-last coefficient. The effects of steel ratio on members creep are analyzed by age-adjusted module method (AEMM). The effects that core-tube were constructed in advance to outer steel frame were also considered. Then, based on the sample calculation, the measures to effectively reduce the different vertical displacements in hybrid-structures are proposed. This method is simple and practical in the calculation of different vertical displacements in tall and super-tall hybrid-structures.
ISSN 16737407
Age Range 18 to 22 years ♦ above 22 year
Educational Use Research
Education Level UG and PG
Learning Resource Type Article
Publisher Date 2009-04-08
Publisher Institution Chinese Universities
Publisher Place Heidelberg
e-ISSN 16737512
Journal Frontiers of Architecture and Civil Engineering in China
Volume Number 3
Issue Number 2
Page Count 6
Starting Page 234
Ending Page 239


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Source: SpringerLink