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K-joints of double-chord square hollow sections
1980
Canadian journal of civil engineering (Print)
2.1 Parameters Considered 13 1. Connection Types 13 2. Eccentricity Effect 15 3. Slope of the Web Members 17 4. Chord Preloading 20 2.2 Labelling System 21 2.3 Specimen Details 21 2.4 Material Properties 30 2.5 Testing Arrangements 34 2.6 Loading Procedure for Web Members 36 2.7 Hydraulic Jack 38 2. Load Cells 38 2.9 Fastening Device for Tension Loading 39 2.10 Measuring Devices 39 2.11 Test Procedure 42 CHAPTER ANALYSIS OF THE EXPERIMENTAL RESULTS FOR THE STANDARD JOINT 48 3.1 Test Results for
doi:10.1139/l80-060
fatcat:w3xcr7a6xva2flq7bniobewac4