Results 141 to 150 of about 297,933 (212)
Shear and Flexural Behavior of RC Columns with Rectangular Hollow Cross-Sections Under Cyclic Loading. [PDF]
Materials (Basel)Jin K, Choi H, Quan C.
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Load-bearing and failure behavior of welded horizontal joints in prefabricated shear wall structures. [PDF]
Sci RepXu B, Xu Y, Zhang Y.
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Nonlinear hysteretic behavior and anchorage performance of <i>Betula platyphylla</i> roots under cyclic loading. [PDF]
Front Plant SciXue Y +6 more
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Dynamic characteristics and constitutive model of improved coarse-grained roadbed filler under traffic cyclic loading. [PDF]
Sci RepWu W, Liang B, Shan S, Ouyang T.
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2018 IEEE 7th World Conference on Photovoltaic Energy Conversion (WCPEC) (A Joint Conference of 45th IEEE PVSC, 28th PVSEC & 34th EU PVSEC), 2018
In this work, we performed four variations of cyclic load testing on four groups of modules using the LoadSpot tool. Each group first underwent 50 thermal cycles (TC50), 10 humidity-freeze cycles (HF10), and a 2400 Pa static load. Then, the baseline group was tested using standard cyclic loading conditions from IEC 62782, another with double the ...
Seigneur, Hubert +3 more
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In this work, we performed four variations of cyclic load testing on four groups of modules using the LoadSpot tool. Each group first underwent 50 thermal cycles (TC50), 10 humidity-freeze cycles (HF10), and a 2400 Pa static load. Then, the baseline group was tested using standard cyclic loading conditions from IEC 62782, another with double the ...
Seigneur, Hubert +3 more
openaire +2 more sources
Cyclic Pressuremeter Tests for Cyclic Lateral Loads
Offshore Technology Conference, 1984ABSTRACT The results of thirteen cyclic pressuremeter tests performed in hand augured holes on a stiff clay are presented. These tests show that the slope of the unload-reload loop stabilizes after only a few cycles but that the strain at the peak of the cycle continues to cumulate long after the slope of the loop ...
J.L. Briaud, K.B. Riner, S. Ohya
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Pile Load Tests: Cyclic Loads and Varying Load Rates
Journal of the Geotechnical Engineering Division, 1981Two series of axial load tests were performed on four 14-in. (356-mm) diam, open-end, steel pipe piles at an interval of about 320 days. Pile lengths of 40 ft or 50 ft (12.2 or 15.2 m) were installed below conductors driven to depths ranging from 115 ft to 320 ft (35 m to 98 m) into a strong underconsolidated clay. Each pile was subjected to as many as
Leland M. Kraft +2 more
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