Results 141 to 150 of about 25,310 (191)

Structural Effects of Concrete Creep in a Prestressed Balanced Cantilever Bridge Based on Classical and Fractional Rheological Models. [PDF]

Materials (Basel)
Nowak K, Oleszek R, Zbiciak A.
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Impact of Column Support Stiffness on the Mechanical Performance of Flat Frame Structural Systems Supporting Thin-Walled Folded Roofs. [PDF]

Materials (Basel)
Abramczyk J, Chrzanowska K.
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A time-coupled multi-objective distributionally robust chance-constrained framework for grid resilience enhancement using mobile emergency generators. [PDF]

Sci Rep
Ashokaraju D, Ramamoorthy ML, Simon D, Ashok N, Bhowmik A.   +4 more
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A validated workflow for the design and certification of below-the-hook lifting devices integrating finite element analysis and physical proof testing. [PDF]

Sci Rep
Habib ES, Shamso E.
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Early damage detection in bridges using a variational autoencoder-based hybrid unsupervised learning framework. [PDF]

Sci Rep
Pakzad SS, Masoodi AR.
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Longitudinal Shear in Timber-Concrete Composites with Flexible Adhesive Connections-Experimental and Numerical Investigations. [PDF]

Materials (Basel)
Śliwa-Wieczorek K, La Scala A, Derkowski W, Binder E.   +3 more
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Summary of Clause 9 (Serviceability limit states)

João R. Correia, Thomas Keller, Jan Knippers, J. Toby Mottram, Carlo Paulotto, José Sena-Cruz, Luigi Ascione   +6 more
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Serviceability Limit States: Deflection

Journal of Structural Engineering, 1986
The reliability of floor and roof deflections due to occupancy and snow loads, respectively, and of lateral frame deflections due to wind loads is examined. These deflections are determined for unfactored code‐specified loads, and they are not to exceed professionally established deflection limits. Firstorder, second‐moment probabilistic theory is used
Theodore V. Galambos, Bruce Ellingwood
openaire   +1 more source