Effect of Steel Corrosion on the Strength of Slab-Column Connections
This report deals with a preliminary experimental investigation of the effects of simulated steel corrosion on the structural behaviour of slab-column connections in flat plate construction. Both ordinary-reinforced and post-tensioned slabs were investigated. Twelve isolated slab-column specimens were tested to failure under punching load.
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Abstract Low‐velocity layers (LVLs) above the 410‐km discontinuity are commonly attributed to partial melt generated by dehydration melting when hydrous mantle transition‐zone material rises into the upper mantle, where water solubility in nominally anhydrous minerals decreases.
Takashi Yoshino, Longjian Xie
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Vectorial lasing with designable topological charges based on Möbius-like correspondence in quasi-BICs. [PDF]
Wang X, Wu Z, Wang J, Shi L, Zi J.
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Enhancing punching shear and post-punching behavior of flat slabs using wire mesh, integrity bars and fibers. [PDF]
Janabi A, Esfahani MR.
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Advanced single-strut modelling of lightweight in-filled RC frames: validation and seismic performance assessment. [PDF]
El-Fotuh GA, Attia WA, El-Feky MS.
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Study on bearing capacity of Mortise-tenon and joint-flange concrete assembled foundation of transmission line under combined load. [PDF]
Hu X, Xi X, Zheng Y, Xiang Z, Zhang H.
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Seismic performance of weak-axis steel beam-to-column connections with a T-adapter. [PDF]
Yılmaz O.
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Assessment of the Interaction of the Combined Piled Raft Foundation Elements Based on Long-Term Measurements. [PDF]
Kacprzak GM, Kassa SM.
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Dissipate and Recentre (D&R) experimental campaign on real scale GFRP composite frame structures: data set. [PDF]
Gonilha J +5 more
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Experimental study on flexural behavior of bonded steel-concrete composite beams. [PDF]
Shao J +5 more
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