Results 171 to 180 of about 55,846 (347)
Synergistic effects of cementitious nanocomposites grouts fused with epoxy coatings for restoring concrete structures. [PDF]
Roopa AK +3 more
europepmc +1 more source
Abstract This paper presents a numerical and experimental study aimed at the modeling and dynamic characterization of the reinforced concrete structure of the Palazzetto dello Sport in Rome, designed and by Pier Luigi Nervi with Annibale Vitellozzi, and built by Nervi & Bartoli contractors in 1956‐57.
Jacopo Ciambella +2 more
wiley +1 more source
Assessing the Effectiveness of Climate-Smart Health Facilities in Small Island Caribbean Nations. [PDF]
Lichtveld M +6 more
europepmc +1 more source
Sustainable seismic retrofitting of masonry walls using FRP composites: numerical analysis and parametric optimization [PDF]
Ehsanullah Niazi +4 more
openalex +1 more source
Optimum Size Selection of CHP Retrofitting in Existing UK Hotel Building [PDF]
Abdulazeez Rotimi +4 more
openalex +1 more source
Robustness assessment of reinforced concrete structures for different failure scenarios
Abstract This study describes the robustness assessment of 3D reinforced concrete structures analyzing the response of the 2D frames in different design configurations and failure scenarios. The structures are characterized by both frames with wide beams and seismic‐resistant frames with deep beams.
E. Miceli +2 more
wiley +1 more source
Limiting the health impact of earthquakes: a call to action. [PDF]
Popescu C, Kayano R, Nabeth P.
europepmc +1 more source
Abstract Reinforced concrete (RC) beams can be subjected to torsion, and failure due to torsion is brittle and poses a significant risk to occupants. Moreover, strengthening of existing RC beams in torsion may be required due to the upgrade of the structures or as part of structural rehabilitation.
Ahmed Hamoda +4 more
wiley +1 more source
SEISMIC RETROFITTING OF A FRAMED REINFORCED CONCRETE STRUCTURE WITH NOVEL HYBRID ENERGY DISSIPATION
R. Chtcot-Brito +4 more
openalex +1 more source

