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| 高强混凝土柱在压、弯、剪作用下斜截面承载力研究 | |
| 引用本文： | 喻丕用,李家康,康谷贻,陆斌. 高强混凝土柱在压、弯、剪作用下斜截面承载力研究[J]. 工业建筑, 2000, 30(7): 60-63 |
| 作者姓名： | 喻丕用 李家康 康谷贻 陆斌 |
| 作者单位： | 1. 中国电子工程设计院,北京,100840 2. 杭州应用工程技术学院,杭州,310012 3. 天津大学建筑工程学院,天津,300072 4. 北京市安济兴建筑设计所,北京,100007 |
| 基金项目： | 结构设计规范重点资助项目,, |
| 摘 要： | 根据 7根高强混凝土受压弯剪构件的斜截面破坏试验 ,研究了斜截面破坏的特征及规律。在试验分析的基础上 ,总结了破坏规律 ,并对《混凝土结构设计》规范 (GBJ 10 89)及《高强混凝土结构设计指南》中的相应公式及条文进行了讨论。 |
| 关 键 词： | 高强混凝土 斜截面承载力 受压、弯、剪柱 拱-桁架模型 |
| 修稿时间： | 1999-12-03 |
RESEARCH ON INCLINED SECTION BEARING CAPACITY OF HIGH-STRENGTH CONCRETE COLUMN UNDER COMPRESSION,BENDING AND SHEARING |
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| Yu Peiyong. RESEARCH ON INCLINED SECTION BEARING CAPACITY OF HIGH-STRENGTH CONCRETE COLUMN UNDER COMPRESSION,BENDING AND SHEARING[J]. Industrial Construction, 2000, 30(7): 60-63 | |
| Authors: | Yu Peiyong |
| Affiliation: | Yu Peiyong (Electron Engineering Design Institute of China Beijing 100840)Li Jiakang (Hangzhou Applied Engineering College Hangzhou 310012)Kang Guyi (Civil Engineering College of Tianjin University Tianjin 300072)Yu Piyong(China Electronics Engineeri |
| Abstract: | The failure features and laws of the inclined sections of seven compression,bending and shearing columns of high|strength concrete are studied according to the fail tests of the inclined sections.Based on the tests,the relevant formulae and provisions in “Design Code of Concrete Structure”(GBJ 10|89) and “Design Guide of High-Strength Concrete Structure” are also discussed. |
| Keywords: | high-strength concrete inclined sectionbearing capacity compression bending and shearing column arch-truss model |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |