| 钢筋混凝土空心板变形性能研究 |
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| 引用本文： | 王有志,薛挺 ,薛云冱,郑翔. 钢筋混凝土空心板变形性能研究[J]. 济南大学学报(自然科学版), 1994, 0(2) |
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| 作者姓名： | 王有志 薛挺 薛云冱 郑翔 |
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| 作者单位： | 山东工业大学水利及土建工程系，济南建筑设计院三所 |
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| 摘 要： | 根据所做９块四边支空心板在中置集中荷载作用下的变形试验结果，通过分析其受力状态、裂缝发展和变形规律，提出了挠度计算建议公式。该公式计算结果与实测结果符合较好，计算也较为方便。
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| 关 键 词： | 钢筋混凝土；空心板，变形性能；挠度计算 |
EXPERIMENTAL INVESTIGATION OF DEFORMATION PROPERTY OF REINFORCED CONCRETE HOLLOW SLABS |
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| Wang Youzhi, Xue Tinghong, Xue Yunhu.. EXPERIMENTAL INVESTIGATION OF DEFORMATION PROPERTY OF REINFORCED CONCRETE HOLLOW SLABS[J]. Journal of Jinan University(Science & Technology), 1994, 0(2) |
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| Authors: | Wang Youzhi Xue Tinghong Xue Yunhu. |
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| Affiliation: | Wang Youzhi; Xue Tinghong; Xue Yunhu.(Shandong Polytechnic University)Zheng Xiang(Jinan Academy of Architectural Design) |
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| Abstract: | ased on the deformation testing results of 9 hollow slabs with two-way reinforcement and with four-edes surports subjected to a centrally lcated and concentrated load, this paper analyzes the deformed behavior and process of the slabs and presents the formulas for calculating the deflection of hollow slabs. The calculating results are in keeping with the measured ones. |
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| Keywords: | reinforced concrete hollow slab deformation property deflection calculation |
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