STUDY ON REINFORCED CONCRETE BEAM-COLUMN JOINTS WITH U-SHAPED BEAM REINFORCEMENTS.

被引：0
|
作者：
Yamaguchi, Ikuo
Hoshino, Nobuo
Nagashima, Toshio
Ohzeki, Kazumi
Ogawa, Tohru
Higashibata, Yasuo
机构：
来源：
Takenaka Technical Research Report | 1976年 / 16期
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The paper reports on a series of tests on six specimens simulating exterior beam-column joints in a reinforced concrete structure in order to evaluate the capacity of the joints. To evaluate the anchorage capacity of U-shaped beam reinforcement under more realistic conditions, the specimens studied were approximately full-scale models of the beam-column joints. All reinforcements were of yield strength ranging from 3700 to 3900 kg/cm**2. For the test specimens that were proportioned so that the flexural yielding of the beam predominated over other modes of failure, the beam-column joints showed favorable deformation characteristics even in the range of large deformation, if the effective anchorage length was not shorter than 8. 0 times the diameter of the beam reinforcement. Refs.
引用
收藏
页码：87 / 106
相关论文
共 50 条
  • [1] CLASSIFICATION OF REINFORCED CONCRETE BEAM-COLUMN JOINTS
    Gomes, Fernando C. T.
    Providencia, Paulo
    Costa, Ricardo
    CORAN 2011: PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN NONLINEAR MODELS - STRUCTURAL CONCRETE APPLICATIONS, 2011, : 197 - 206
  • [2] Cyclic behaviors of reinforced concrete beam-column joints with debonded reinforcements and beam failure: experiment and analysis
    Wang, J. H.
    BULLETIN OF EARTHQUAKE ENGINEERING, 2021, 19 (01) : 101 - 133
  • [3] Cyclic behaviors of reinforced concrete beam-column joints with debonded reinforcements and beam failure: experiment and analysis
    J. H. Wang
    Bulletin of Earthquake Engineering, 2021, 19 : 101 - 133
  • [4] Theoretical Assessment of Reinforced Concrete T-shaped Beam-column Joints
    Fabbrocino, Francesco
    Lignola, Gian Piero
    Prota, Andrea
    INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS (ICNAAM 2017), 2018, 1978
  • [5] Study on Seismic Behavior of Spliced Outer Sleeve Beam-Column Joints with U-Shaped Steel Plates
    Cao, Lilin
    Pang, Ying
    IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING, 2023, 47 (05) : 2999 - 3019
  • [6] Performance Evaluation of Semi Precast Concrete Beam-Column Connections with U-Shaped Strands
    Ha, Sang-Su
    Kim, Seung-Hun
    Lee, Moon Sung
    Moon, Jeong-Ho
    ADVANCES IN STRUCTURAL ENGINEERING, 2014, 17 (11) : 1585 - 1600
  • [7] Experimental study on shear strength of beam-column joints consisting of reinforced concrete column and steel beam
    Kim, Kwangyeon
    Noguchi, Hiroshi
    Transactions of the Japan Concrete Institute, 1995, 17 : 217 - 224
  • [8] Mechanical Performance Study of Beam-Column Connection with U-Shaped Steel Damper
    Qu, Chun-Xu
    Xu, Yu-Wen
    Gao, Jin-He
    Zhou, Wei-Hao
    Zheng, Bao-Zhu
    Li, Peng
    MATERIALS, 2022, 15 (20)
  • [9] Experimental and Numerical Investigation on Reinforced Concrete Beam-Column Joints
    Wu Xiaoyong
    Li Yangzhou
    ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2, 2013, 351-352 : 1450 - 1453
  • [10] SCALE RELATIONS FOR REINFORCED-CONCRETE BEAM-COLUMN JOINTS
    ABRAMS, DP
    ACI STRUCTURAL JOURNAL, 1987, 84 (06) : 502 - 512
12345