Results 131 to 140 of about 17,143 (217)

Efficiency of anchorage systems for RC beams strengthened in flexure using basalt fiber reinforced polymers. [PDF]

Sci Rep
Aziz J, Ragab M, Elgabbas F, Abdel-Latif I.   +3 more
europepmc   +1 more source

Energy‐Based Characterisation of Earthquake Damage in Masonry Infills Through Combined In‐Plane and Out‐of‐Plane Experimental Tests

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT The seismic capacity of structural systems/members is usually defined in terms of deformation thresholds. Although this is effective in many circumstances, disregarding cumulative quantities such as hysteretic energy may be ineffective when low‐cycle fatigue is relevant (e.g., long‐duration ground motions, very soft soils, ground‐motion ...
Roberto Gentile, Giulia Angelucci, Jingren Wu, Marilisa Di Benedetto, Riccardo Milanesi, Giulio Augusto Tropea, Fabrizio Mollaioli, Fatemeh Jalayer, Fabio Freddi, Fabio Di Trapani, Paolo Morandi, Gerard J. O'Reilly   +11 more
wiley   +1 more source

Multiscale Analysis of Reinforced Concrete Frames with Embedded Metamaterials Under Progressive Collapse. [PDF]

Materials (Basel)
Long X, Samuneti C, Iyela PM, Kawkabi KW, Ngangura PM, Fan K.   +5 more
europepmc   +1 more source

Design Internal Forces of Non‐Dissipative Members in CBFs With Regular and Irregular Brace Configurations

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Steel Concentrically Braced Frames (CBFs) are widely used in seismic regions, with chevron and split‐X configurations commonly adopted for their structural efficiency and architectural flexibility. Although extensive research has been carried out on these systems, the effectiveness of the formulations available in the literature for estimating
Melina Bosco, Pier Paolo Rossi
wiley   +1 more source

Effects of Sand-Coated and Ribbed GFRP Bars in Hybrid GFRP-Steel-Reinforced Concrete Beams. [PDF]

Materials (Basel)
Devaraj R, Olofinjana A, Gerber C.
europepmc   +1 more source

Surrogate‐Based Time‐Continuous Seismic Fragility Assessment of Corrosion‐Deteriorated Reinforced Concrete Bridges Under Climate Change

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Seismic fragility assessment of reinforced concrete (RC) bridges exposed to corrosive environments must reliably capture time‐dependent deterioration impacts. Climate change compounds this challenge through nonstationary temperature and humidity variations that accelerate bridge corrosion.
Yexiang Yan, Yazhou Xie
wiley   +1 more source

Strengthening RC beams and columns with CFRP, GFRP and KFRP laminates. [PDF]

Sci Rep
Adel K, Abdelazeem M, Sherif A, Saadeldin M, Rashed H, Omran MM, Tawfik NM.   +6 more
europepmc   +1 more source

Seismic Response of Existing Masonry‐Infilled RC Frame Structures Retrofitted with Steel Exoskeletons

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Considering the needs for reducing carbon emissions and except for extreme cases of very degraded existing structures, research on technologies allowing continued use or upgrading of older buildings has become a priority topic. Generally, research on upgrading of reinforced concrete frame structures certainly has a prominent role, because of ...
Francesco Nigro, Gaetano Della Corte, Enzo Martinelli   +2 more
wiley   +1 more source

Probability Distribution and Recommended Value for the Crack Spacing Reduction Coefficient of Steel Fiber in SFRC Beams. [PDF]

Materials (Basel)
Huang Y, Sun J, Gao D, Li S, Zhang C, Yan H, Qiao K.   +6 more
europepmc   +1 more source

Seismic performance of RC beam-column connections with continuous rectangular spiral transverse reinforcements for low ductility classes. [PDF]

ScientificWorldJournal, 2014
Azimi M, Bin Adnan A, Sam AR, Tahir MM, Faridmehr I, Hodjati R.   +5 more
europepmc   +1 more source