Metachronous Isolated Inguinal Lymph Node Metastasis at a Previous Hernia Repair Site following Potentially Curative Surgery for Transverse Colon Cancer: A Case Report. [PDF]
Fujimoto H +7 more
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Comparison of the Biomechanical Stability of Two Fix-and-Replace Techniques in an Acetabular Fracture Model with Pelvic Discontinuity. [PDF]
Beckmann NA +6 more
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Steel Plates Versus Hybrid CFRP/Steel Stirrups for Strengthening of Shear-Deficient Concrete Wide Beams Supporting Columns. [PDF]
Al-Hamed O +5 more
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A hybrid experimental-numerical framework for prestressed concrete bridge model validation and sensor placement optimization: a case study. [PDF]
Jayasinghe SC +8 more
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Effects of Bending Load Level and Cementitious Capillary Crystalline Waterproofing Content on Chloride Transportation in Jointed Concrete. [PDF]
Yan Y, Mishael D, Lu C, Tan L.
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Ultimate Displacement of Reinforced Concrete Columns with Light Transverse Reinforcement
Journal of Earthquake Engineering, 2012This article presents the analytical and experimental investigations carried out on reinforced concrete (RC) columns with light transverse reinforcement. A semi-empirical model is developed to estimate the ultimate displacement (displacement at axial failure) of RC columns with light transverse reinforcement subjected to simulated seismic loading.
Tran, Cao Thanh Ngoc., Li, Bing.
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Seismic investigation of reinforced concrete columns with different transverse reinforcements
Advances in Structural Engineering, 2022In this study, cyclic lateral load tests of eight large diameter circular reinforced concrete column specimens are conducted to investigate the feasibility and effectiveness of both single-cross and double-cross lap-spliced crossties on confining reinforced concrete columns.
Tai-Kuang Lee, Cheng-Cheng Chen
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Transverse Reinforcement of Adhesive Joints
Mechanics of Composite Materials, 2015The shear of single-lap adhesive joints causes significant peel stresses in the adhesive layer, which is a particularly urgent problem for low-modulus polyurethane compositions. An experimental and computational analysis of various methods for increasing the load-bearing capacity of the joints by their strengthening with metallic z-elements was carried
S. Sapozhnikov, A. Shakirov
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The paper aims to contribute to a better understanding and modeling of the shear behavior of reinforced-concrete (RC) beams strengthened with carbon fiber reinforced polymer (FRP) sheets. The study is based on an experimental program carried out on 11 beams with and without transverse steel reinforcement, and with different amounts of FRP shear ...
PELLEGRINO, CARLO, MODENA, CLAUDIO
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This study investigates the effects of transverse reinforcement ratios on the post-elastic performance of diagonally-reinforced coupling beams in coupled core wall systems. Two coupled wall subassemblages, with two different transverse reinforcement detailings, were designed and tested under cyclic reversed loads.
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