1989
DOI: 10.3151/coj1975.27.8_38
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Construction of Silo with Steel Lined Reinforced Concrete Composite Structure

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Cited by 3 publications
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“…The deflection measurement results of specimen 1 and specimen 2 are listed in Table 4. Regarding half of the simply supported beam as a cantilever column in the lying position, the ratio of the deflection (O) to the half beam length (D) can evaluate the degree of deformation of the corresponding cantilever column model [41,42]. Through the test of specimen 1 and specimen 2, it can be seen that the upper and lower peak loads of the two specimens are 61.0 kN/25.0 kN.…”
Section: Figurementioning
confidence: 99%
“…The deflection measurement results of specimen 1 and specimen 2 are listed in Table 4. Regarding half of the simply supported beam as a cantilever column in the lying position, the ratio of the deflection (O) to the half beam length (D) can evaluate the degree of deformation of the corresponding cantilever column model [41,42]. Through the test of specimen 1 and specimen 2, it can be seen that the upper and lower peak loads of the two specimens are 61.0 kN/25.0 kN.…”
Section: Figurementioning
confidence: 99%
“…At present, the beam-column composite structure is a commonly used connection form in the current steel structure buildings [1][2][3][4][5]. The traditional construction methods of the steel reinforced concrete composite structure prefabricated steel columns and beams in the processing plant, and use high-strength bolts or welding to connect the steel beams together [6][7][8][9][10]. These methods require welding operations on site, which is prone to fire, and the construction speed is small.…”
Section: Introductionmentioning
confidence: 99%