Instability Characteristics and Control of Steel Arch-Concrete Supported Deep Drifts under High In Situ Stress. [PDF]
Qin S +5 more
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Effective axial strength of laterally strengthened RC pier heads with post‐tensioning method
Abstract This study investigates the structural performance enhancement of reinforced concrete (RC) pier heads laterally strengthened with unbonded post‐tensioning (PT) to accommodate increased design loads following a deck replacement of an existing railway bridge.
Yujae Seo +3 more
wiley +1 more source
Three-dimensional seismic response analysis of connected structures with damping layers. [PDF]
Xu C, Liu D, Ling K, Li X.
europepmc +1 more source
Grayscale projection two-photon lithography using sub-diffraction motifs for ultrafast and precise nanoscale 3D printing. [PDF]
Kim H, Saha SK.
europepmc +1 more source
Seismic performance of reinforced concrete open-web sandwich slab-column structures for high-rise long-span buildings under rare earthquakes. [PDF]
Qin S, Wei Y, Ma K, Chen J.
europepmc +1 more source
Impact of Earthquake Hazard on Various Structures-A Case Study in Myanmar. [PDF]
Haque MF.
europepmc +1 more source
Uncertainty-Informed Structural Evaluation of a Halo-Gravity Traction Mobility System. [PDF]
Ölçmen A +4 more
europepmc +1 more source
Recent Advances in FIB-SEM for Microstructural Characterization of Metallic Materials. [PDF]
Qiao Y, Zhang Y.
europepmc +1 more source
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Flexural Members and Beam-Column Joints
1998The purpose of structural analysis is to predict or explain in a rational way the response of structures to specified loads. The task of analyzing reinforced concrete frames subjected to earthquake loads is among the most difficult ones known, because the loading is highly random and the load-deformation relationships for the structure and its ...
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Efficiency of Beam–Column Joint Strengthened by FRP Laminates
Advanced Composite Materials, 2010The recent earthquakes have shown that the vulnerability and the defects of the concrete joints in beam- column framed structures were the main causes for many building collapses. Such vulnerability and defects are in general the consequences of many factors.
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