Search Results - "Pegon, Pierre"

Stiffness-Displacement Correlation from the RC Shear Wall Tests of the SAFE Program: Derivation of a Capacity Line Model by Molina, Francisco J., Labbé, Pierre, Pegon, Pierre

“…The response of 13 reinforced concrete shear walls submitted to successive seismic tests has been postprocessed to produce time histories of secant stiffness…”
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Seismic performance of a full‐scale five‐story masonry‐infilled RC building subjected to substructured pseudodynamic tests by Kallioras, Stylianos, Pohoryles, Daniel A., Bournas, Dionysios, Molina, Francisco Javier, Pegon, Pierre

“…This paper discusses the results of a series of hybrid earthquake tests on a full‐scale reinforced concrete (RC) building with masonry infills. The prototype…”
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Ethernet-Based Servo-Hydraulic Real-Time Controller and DAQ at ELSA for Large Scale Experiments by Peroni, Marco, Pegon, Pierre, Molina, Francisco Javier, Buchet, Philippe

“…This paper presents an overview of the developments performed at the European Laboratory for Structural Assessment (ELSA) of the Joint Research Centre of…”
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Seismic experimental analysis of a full-scale steel building with passive fire protections by Covi, Patrick, Tondini, Nicola, Lamperti Tornaghi, Marco, Molina, Francisco-Javier, Pegon, Pierre, Tsionis, Georgios

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Experimental validation of re-centring capability of eccentrically braced frames with removable links by Ioan, Adriana, Stratan, Aurel, Dubină, Dan, Poljanšek, Martin, Molina, Francisco Javier, Taucer, Fabio, Pegon, Pierre, Sabău, Gabriel

“…•Dual frames with removable links provide a structure with re-centring capability.•The re-centring capability was validated through a full-scale experimental…”
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Hybrid simulation of a multi-span RC viaduct with plain bars and sliding bearings by Abbiati, Giuseppe, Bursi, Oreste S., Caperan, Philippe, Di Sarno, Luigi, Molina, Francisco Javier, Paolacci, Fabrizio, Pegon, Pierre

“…Summary This paper deals with the seismic response assessment of an old reinforced concrete viaduct and the effectiveness of friction‐based retrofitting…”
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Testing of a full-scale flat slab building for gravity and lateral loads by Coronelli, Dario, Lamperti Tornaghi, Marco, Martinelli, Luca, Molina, Francisco-Javier, Muttoni, Aurelio, Pascu, Ion Radu, Pegon, Pierre, Peroni, Marco, Ramos, António Pinho, Tsionis, Georgios, Netti, Teresa

“…•Earthquake and cyclic tests on a full-scale RC flat-slab building structure.•Flexural and punching behaviour of slabs with and without transverse…”
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Nonlinear heterogeneous dynamic substructuring and partitioned FETI time integration for the development of low‐discrepancy simulation models by Bursi, Oreste S., Abbiati, Giuseppe, Cazzador, Enrico, Pegon, Pierre, Molina, Francisco J.

“…Summary This article presents a novel approach to model validation and to the calibration of complex structural systems, through the adoption of heterogeneous…”
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RC shear walls: Full-scale cyclic test, insights and derived analytical model by Bekő, Adrián, Rosko, Peter, Wenzel, Helmut, Pegon, Pierre, Markovic, Damijan, Molina, Francisco Javier

“…•Novel cyclic testing was devised for full-scale low aspect ratio RC walls in shear.•Hysteretic work diagrams, energy dissipation and damping ratios were…”
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Next directions in experimental data for seismic hazard mitigation by Lamata Martínez, Ignacio, Williams, Martin S, Dyke, Shirley, Krötzsch, Markus, Pegon, Pierre

“…•First data integration between E. E. institutions from the US and Europe.•Development of a flexible data model for earthquake engineering experimental…”
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The SAFE Experimental Research on the Frequency Dependence of Shear Wall Seismic Design Margins by Labbé, Pierre, Pegon, Pierre, Molina, Javier, Gallois, Christian, Chauvel, Danièle

“…The SAFE experimental programme consists of a series of 10 specimens of shear walls, with different reinforcement ratios, tested until their ultimate capacity…”
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Monitoring Damping in Pseudo-Dynamic Tests by Molina, Francisco J., Magonette, Georges, Pegon, Pierre, Zapico, Beatriz

“…By comparison of dynamic and pseudo-dynamic tests, it is shown that conventional construction materials exhibit pure hysteretic damping and consequently, when…”
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Process and Future of Data Integration within the European Earthquake Engineering Laboratories by Lamata Martinez, Ignacio, Ioannidis, Ioannis, Pegon, Pierre, Williams, Martin S, Blakeborough, Anthony

“…AbstractIn common with many scientific disciplines, earthquake engineering research is increasingly focusing on large international collaborations to address…”
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Alternative characterization of time integration schemes by Pegon, Pierre

“…This work presents an alternative definition of the numerical angular frequency and numerical damping ratio, within the framework of direct time integration of…”
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α-Operator splitting time integration technique for pseudodynamic testing error propagation analysis by Combescure, Didier, Pegon, Pierre

“…The Pseudodynamic (PSD) test method combines the numerical integration of the motion equations of a structure condensed at selected degrees-of-freedom (d.o.f.)…”
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Object-oriented programming in nonlinear finite element analysis by Dubois-Pèlerin, Yves, Pegon, Pierre

“…Object-oriented programming has already shown to provide numerical scientists with adequate means for improving modularity in basic linear finite element…”
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Numerical modelling of stone-block monumental structures by Pegon, Pierre, Pinto, Artur V, Géradin, Michel

“…This paper describes how 2D and 3D numerical modelling can be used in order to design a representative model of a built cultural heritage structure to test at…”
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Application of the local-to-global approach to the study of infilled frame structures under seismic loading by Combescure, Didier, Pegon, Pierre

“…The seismic performance of civil engineering structures may be estimated by using two levels of modelling. At the local level, each constituent has its own…”
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Two stress update algorithms for large strains: accuracy analysis and numerical implementation by Rodríguez-Ferran, Antonio, Pegon, Pierre, Huerta, Antonio

“…Two algorithms for the stress update (i.e., time integration of the constitutive equation) in large‐strain solid mechanics are compared from an analytical…”
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Linear constraints in object-oriented finite element programming by Dubois-Pèlerin, Yves, Pegon, Pierre

“…One of the major reasons why finite element codes are difficult to keep clean and maintainable is that operations involving nodal information (and in…”
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