Results 121 to 130 of about 597 (168)

Prediction and Regulation of SCC's Shrinkage Using the PSO-BPNN Model. [PDF]

Materials (Basel)
Ni T, Shen L, Shen S, Cai Z, Chu W, Hu C, Jiang C, Jing K.   +7 more
europepmc   +1 more source

Numerical simulation on residual axial compression bearing capacity of square in square CFDST columns after lateral impact. [PDF]

Sci Rep
Guo J, Li P, Pan S, Chen M.
europepmc   +1 more source

Axial Compression Behavior of Bamboo Scrimber-Filled Steel Tubular (BSFST) Column Under Different Loading Modes. [PDF]

Materials (Basel)
Xing Z, Wei Y, Zhao K, Lu J, Wei B, Lin Y.   +5 more
europepmc   +1 more source

Study on the Seismic Performance of Steel Tube-Reinforced Concrete Columns After Fire on One Side. [PDF]

Materials (Basel)
Tang C, Bao Y, Yu Y.
europepmc   +1 more source

Experiment and numerical analysis of prestressed unequal-walled rectangular concrete-filled steel box beams. [PDF]

Sci Rep
Su Q, Fu G, Yang J, Li S.
europepmc   +1 more source

Effect of vibration on the interface properties of welded steel joints and filled concrete in steel pipes. [PDF]

Sci Rep
Deng N, Li H, Ni J, Peng X, Lv G, Chen Z.   +5 more
europepmc   +1 more source

Development of a High-Performance Composite Mortar for Ultra-High-Strength Preplaced Aggregate Concrete-Filled Steel Tubes (PACFSTs). [PDF]

Materials (Basel)
Zhao Y, Zhou X, Zhang Y, Li S.
europepmc   +1 more source

Lateral Drop-Weight Impact Response of SRC Columns with Built-In L-Shaped Steel: Role of Impact Velocity, Axial Compression Ratio, and Stirrup Spacing. [PDF]

Materials (Basel)
Tang Y, Yang L, Feng Y, Zhang N, Li J, Zeng L.   +5 more
europepmc   +1 more source

Mechanical response of long-span CFST arch bridges based on the hydration heat temperature effect. [PDF]

Sci Rep
Wu Y, Wen Q, Dai M, Wang X, Li X, Tan X.
europepmc   +1 more source

Advanced predictive machine and deep learning models for round-ended CFST column. [PDF]

Sci Rep
Shen F, Jha I, Isleem HF, Almoghayer WJK, Khishe M, Elshaarawy MK.   +5 more
europepmc   +1 more source