Capacity Design of Coupled RC Walls

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The present study focuses on enhancing the seismic resistance of existing masonry structures. To that aim, the use of fiber-reinforced polymer (FRP) strengthening serves to improve structural behaviour by attaching FRP strips to the masonry walls. Despite ...

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With the overall goal of reducing the numerical burden of uncertainty quantification involved in seismic risk assessments, this paper examines opportunities for assessment of seismic collapse capacity and risk using data-driven surrogates as a complement t ...

Fibre-reinforced polymers (FRP) strengthening can be applied to decrease the seismic vulnerability of existing masonry buildings, both with regard to in-plane and out-of-plane failure mechanisms. Experimentally, the impact of strengthening solutions has be ...

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Cracks are the most important source of information about the damage that occurs to unreinforced masonry piers under seismic actions. To predict the structural state of unreinforced masonry piers after an earthquake, research models have been developed to ...

In steel moment resisting frames (MRFs) with composite floor slabs, seismic loads are transmitted from the slab into the beam through shear studs. Shear strength degradation of the studs due to cyclic loading results into the loss of the load transfer mech ...

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Embedded Column Base (ECB) connections in seismically resistant steel moment frames are commonly designed to be stronger than the connected column, to protect them from inelastic actions. This relies on estimation of demands induced by the column and the s ...

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The non-linear seismic displacement demand prediction for low-period structures, i.e. with an initial fundamental period situated in the plateau of design response spectra is studied. In Eurocode 8, the computation of seismic displacement demands is essent ...

Capacity Design of Coupled RC Walls

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Numerical Modeling of FRP-Strengthened Masonry Structures Using Equivalent Frame Models

Reducing uncertainties in response predictions of earthquake-damaged masonry buildings using data from image-based inspection

Understanding Revision Behavior in Adaptive Writing Support Systems for Education

Surrogate modelling for seismic collapse risk assessment of steel moment resisting frames

Equivalent Frame Models for FRP-Strengthened Masonry Buildings

Energy dissipation in fiber-polymer composites adhesive joints under cyclic loading

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The Role of the Composite Floor System and Framing Action in the Seismic Performance of Composite Steel Moment-Resisting Frames

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Investigating the cracking of plastered stone masonry walls under shear–compression loading

Hysteretic Behaviour of Shear Stud Connectors in Composite Steel Moment‐Resisting Frames

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Seismic design of non-dissipative embedded column base connections

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Accuracy Assessment of Nonlinear Seismic Displacement Demand Predicted by Simplified Methods for the Plateau Range of Design Response Spectra