Results 171 to 180 of about 43,381 (267)

Parameter calibration of finite element model of reinforced concrete arch bridge based on ISOA-RBF neural network. [PDF]

Sci Rep
Peng W, Zhang Z, Tian Z, Zhang J, Zeng G.   +4 more
europepmc   +1 more source

Numerical experimental and theoretical investigation of reinforced concrete elements with rectangular spiral rebar for multi-behavior analysis. [PDF]

Sci Rep
Shamsi M, Zakerinejad M.
europepmc   +1 more source

Automated methodological approach using artificial intelligence and fuzzy inference for qualitative sustainable and economic assessment of buildings. [PDF]

Sci Rep
Iqbal N, Noureldin M.
europepmc   +1 more source

A nonlinear multi-parameter model for predicting floor acceleration amplification across diverse structural systems. [PDF]

Sci Rep
Pan R, Yu Y, Zhang W, Li X.
europepmc   +1 more source

Improving damping capabilities in low-rise frames using reinforced rubberized concrete: A comprehensive study. [PDF]

Sci Rep
Habib A, Leblouba M, Junaid MT, Altoubat S, Maalej M, Habib M.   +5 more
europepmc   +1 more source

Influence of microwave excitation mode and antenna-sample orientation on rebar detection using microwave infrared thermography. [PDF]

Sci Rep
Szymanik B, Keo SA, Brachelet F, Defer D.   +3 more
europepmc   +1 more source

Evaluation of Shear Performance of Integrated GFRP Stirrup Systems in Reinforced Concrete Beams. [PDF]

Polymers (Basel)
Kartal S, Gündoğan U, Kalkan İ, Alahmari TS, Lakhouit A, Duvan A.   +5 more
europepmc   +1 more source

Seismic risk assessment of Tashkent's residential buildings based on the 1966 earthquake scenario. [PDF]

Sci Rep
Ismailov VA, Scaini C, Yodgorov SI, Jumaev DD, Aktamov BU, Avazov SB, Azamjonov AT.   +6 more
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]

Sci Rep
Qin S, Wei Y, Ma K, Chen J.
europepmc   +1 more source

Influence of connection configuration on the punching resistance of CFST column-RC slab systems under eccentric loading. [PDF]

Sci Rep
Ghalla M, Bazuhair RW, Mahfouz YMB, Badawi MA, Shahin RI, Altobgy MA.   +5 more
europepmc   +1 more source