Results 181 to 190 of about 1,939 (237)

Development and systematic review of connection techniques for RC Precast structural elements: Beam and Column Connection. [PDF]

Heliyon
Xiao S, Fomin NI.
europepmc   +1 more source

Olivine and Fe-isotopes in kimberlites indicate an iron-rich substrate for CLIPPIR and other sub-lithospheric diamonds. [PDF]

Nat Commun
Howarth GH, Giuliani A, Tau MM, Cai R, Liu J.   +4 more
europepmc   +1 more source

Deflection Control of Concrete Wide Beams Supporting Columns Using CFRP Composites and Honeycomb Plates. [PDF]

Polymers (Basel)
Baatiah A, Elsanadedy H, Abadel A, Abbas H, Almusallam T, Al-Salloum Y.   +5 more
europepmc   +1 more source

Finite element analysis of flexural performance of reinforced truss hollow composite concrete slabs. [PDF]

Sci Rep
Chen X, Liu Y, Ma Q, Zhou P, Liu X, Lin J.   +5 more
europepmc   +1 more source

Optimising Sensor Placement in Heritage Buildings: A Comparison of Model-Based and Data-Driven Approaches. [PDF]

Sensors (Basel)
Chaves E, Barontini A, Mendes N, Compán V.   +3 more
europepmc   +1 more source

Application of evolutionary algorithms to design economic flat slab buildings based on the intended function. [PDF]

Sci Rep
Rady M.
europepmc   +1 more source

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Fragility Assessment of Slab‐Column Connections

Earthquake Spectra, 2015
The development of fragility relations is an important step in the application of performance‐based earthquake engineering. Data from 69 tests were collected and reviewed to develop fragility relations for new slab‐column frame construction.
Aysegul Gogus, John W. Wallace
openaire   +1 more source

Seismic behavior of slab-column connections

Canadian Journal of Civil Engineering, 2000
Brittle punching failure of flat plates can occur as a result of transfer of shearing forces and unbalanced moments between slabs and columns. During an earthquake, the unbalanced moments transferred between slabs and columns can produce significant shear stresses that increase the likelihood of brittle failure. This brittle punching failure mode must
Sami Megally, Amin Ghali
openaire   +1 more source

Enhancing Performance of Slab-Column Connections

Journal of Structural Engineering, 2008
The influence of concentrated reinforcement in the immediate column region, the use of high-strength concrete slabs, as well as using puddled fiber-reinforced high-strength concrete in the slab in a region close to the column were investigated. The slab concrete strengths of the specimens were 30, 35, 40, 55, 65, and 90 MPa. The performance of the slab-
Joo-Ha Lee, Young-Soo Yoon, Seung-Hoon Lee, William D. Cook, Denis Mitchell   +4 more
openaire   +1 more source