Results 111 to 120 of about 52,179 (162)
Evaluation of the Seismic Behavior of Carbon-Grid-Reinforced Walls with Varying Anchorage and Axial Load Ratios. [PDF]
Polymers (Basel)Kim KM +4 more
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Can FEM-based preoperative planning for complex tibial plateau fractures improve surgical skills? A cadaver study. [PDF]
J Orthop Surg ResPätzold R +7 more
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Verification of the Applicability of the FAD Method Based on Full-Scale Pressurised Tensile Tests of Large-Diameter X80 Pipelines. [PDF]
Materials (Basel)Chen X +7 more
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Drift capacity and allowable axial load level of RC columns
Structures, 2023© 2023 Institution of Structural EngineersIn this study, a new model is developed to estimate lateral deformation capacity or drift ratio of RC columns. This new model is applicable to all columns having greater shear capacity than demand. With this simple method, a new upper limit for axial load level of columns concerning drift demand and column ...
Aydemir, Cem +2 more
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Shear performance evaluation of PHC piles under different levels of axial load ratio
Earthquake Engineering & Structural Dynamics, 2022AbstractPrecast prestressed high‐strength spun concrete (PHC) piles are one of the common types of piles used in Japan due to its high bearing capacity. These piles have been utilized as an industrial standard since the 1970s as part of earthquake‐resilient foundation systems.
Yopi Prabowo Oktiovan +7 more
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Journal of Building Engineering, 2021
Abstract Ultra-high performance concrete (UHPC) is a new class of concrete materials that features high strength, ductility, and damage tolerance. This study experimentally evaluated three new UHPC jacketing strategies for retrofitting shear-deficient reinforced concrete (RC) columns, including cast-in-place UHPC jackets with or without steel bar ...
Chung-Chan Hung, Chia-Wei Kuo, Yi Shao
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Abstract Ultra-high performance concrete (UHPC) is a new class of concrete materials that features high strength, ductility, and damage tolerance. This study experimentally evaluated three new UHPC jacketing strategies for retrofitting shear-deficient reinforced concrete (RC) columns, including cast-in-place UHPC jackets with or without steel bar ...
Chung-Chan Hung, Chia-Wei Kuo, Yi Shao
openaire +1 more source
International Journal of Civil Engineering, 2021
This paper investigates experimentally the effect of elevated temperatures on the behavior of concrete columns, internally reinforced with longitudinal carbon fiber reinforced polymer (CFRP) bars. Eight columns were reinforced with steel and CFRP bars each, cast, and cured for 28 days before exposed to elevated temperatures of (200–400 °C).
Mohammad R. Irshidat +2 more
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This paper investigates experimentally the effect of elevated temperatures on the behavior of concrete columns, internally reinforced with longitudinal carbon fiber reinforced polymer (CFRP) bars. Eight columns were reinforced with steel and CFRP bars each, cast, and cured for 28 days before exposed to elevated temperatures of (200–400 °C).
Mohammad R. Irshidat +2 more
openaire +1 more source