Load Distribution Assessment of Reinforced Concrete Buildings During Construction with Structural Characteristic Parameter Approach

• Published in: Tsinghua science and technology Vol. 14; no. 6; pp. 746 - 755
• Main Author: 方东平 席海峰 王晓明 张传敏 赵挺生
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 01.12.2009; School of Civil Engineering, Tsinghua University, Beijing 100084, China%Urban Systems Program, CSIRO Sustainable Ecosystems, Commonwealth Scientific and Industrial Research Organisation CSIRO, Melbourne, VIC 3190, Australia%Henan Development and Reform Commission, Zhengzhou 450003, China%School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China
• Subjects: construction; load re-distribution; reinforced concrete buildings; slab-shore interaction; structural characteristic parameter; 安全控制; 平板载荷; 施工参数; 混凝土建筑物; 结构特征参数; 负载分布; 钢筋混凝土; construction; reinforced concrete buildings; structural characteristic parameter; load re-distribution; slab-shore interaction
• ISSN: 1007-0214; 1878-7606; 1007-0214
• DOI: 10.1016/S1007-0214(09)70145-2

High-rise reinforced concrete buildings are in great demand in developing countries with rapid urbanization. Construction engineers are facing more and more safety control challenges. One major issue is the understanding of the load distributions, especially the maximum slab load, of structures under construction, which is time dependent. Previous methods were mainly targeted to specific examples, providing specific solutions without addressing the fundamental issues of finding general solutions for load distributions in reinforced concrete buildings with different geometrical and material characteristics during construction. The concept of a structural characteristic parameter is used here to parametedze the main geometrical and material characteristics of concrete structures for generalized assessments of load distributions during construction. The maximum slab load for 20 different construction shoring/reshoring schemes is presented. The results indicate that the traditional simplified method may underestimate or overestimate the maximum slab load, depending mainly on the shoring/reshoring schemes. The structural characteristic parameter approach was specifically developed to assist construction engineers to estimate load distributions to assure safe construction procedures.