Results 251 to 260 of about 47,139 (311)

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

Sci Rep
Rady M.
europepmc   +1 more source

Study on uneven settlement and correction of steel frame structures based on numerical simulation method. [PDF]

PLoS One
Chen H, Guo Y, Alqawzai S, Wu X.
europepmc   +1 more source

Machine Learning-Based Prediction Models for Punching Shear Strength of Fiber-Reinforced Polymer Reinforced Concrete Slabs Using a Gradient-Boosted Regression Tree. [PDF]

Materials (Basel)
Abood EA, Abdallah MH, Alsaadi M, Imran H, Bernardo LFA, De Domenico D, Henedy SN.   +6 more
europepmc   +1 more source

A Study on Restoring Force Characteristics of Box Column-to-H Shaped Beam Connections with Concrete Slab.

, 1997
隆夫 高松, 彰 松尾, 仁朗 椋代, 隆宏 石田, Takao Takamatsu, Akira Matsuo, Yoshiro Mukudai, Takahiro Ishida   +7 more
openalex   +1 more source

Catastrophic instability criterion for roadway roof and sidewall rock mass under deep-hole roof blasting in Songshan coal mine. [PDF]

Sci Rep
Guo D, Chen J, Wang H, Wei Z, Gao Q.
europepmc   +1 more source

Study on anti-collapse performance of CFST structures under collision load in different cases. [PDF]

PLoS One
Song L, Wang L, Wang X.
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

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

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