Publications associées à An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings

Publications associées (10)

Building structures made of reused cut reinforced concrete slabs and walls: A case study

Corentin Jean Dominique Fivet, Maléna Bastien Masse, Nicole Widmer

Reuse of reinforced concrete (RC) components reduces construction’s environmental impacts and waste. Rather than crushing the concrete of an obsolete structure, its components are saw cut and later reassembled in a new structure. The theoretical feasibilit ...

CRC Press2023

Low-damage steel structures for enhanced life-cycle seismic performance

Dimitrios Lignos, Martina Paronesso

During an earthquake, steel frame buildings with bracings are prone to high absolute floor acceleration demands, thereby causing damage to acceleration-sensitive non-structural elements and building content. Inelastic deformations in steel bracings and/or ...

ERNST & SOHN2022

UHPFRC technology to enhance the performance of existing concrete bridges

Eugen Brühwiler

‘Structural UHPFRC’ stands for Ultra-High Performance Fibre Reinforced Cementitious Composite material, that is, complemented by reinforcing steel bars forming a R-UHPFRC layer with the goal to enhance the resistance and durability of structural elements i ...

2020

Monitoring-based safety verification at the Ultimate Limit State of fracture of the RC slab of a short span railway underpass

Eugen Brühwiler, Vasileios Grigoriou

The examination value of the railway traffic action effect is calculated from long-term monitoring data without resorting to load models and structural analysis. Monitoring data are obtained from measurements on a short span RC slab bridge. The action effe ...

Elsevier Science Bv2016

Dynamic testing of a four-storey building with reinforced concrete and unreinforced masonry walls: Prediction, test results and data set

Katrin Beyer, Sarah Petry, Marco Tondelli

This paper presents the results of a series of shake-table tests on a half-scale, four-storey building with reinforced concrete (RC) and unreinforced masonry (URM) walls. Due to the lack of reference tests, the seismic behaviour of such mixed structures is ...

Springer Verlag2015

Development and Application of Damage Spectra to Evaluate the Seismic Performance of Reinforced Concrete Buildings in Greece

Pierino Lestuzzi, Amin Karbassi

Damage spectra for reinforced concrete buildings in Greece are presented in this paper based on a series of time-history nonlinear dynamic analyses for single-degree-of-freedom systems (Clough hysteresis model) with different deformation ductility and yiel ...

2011

Observed non-linear soil-structure interaction from low amplitude earthquakes and forced-vibration recordings

Pierino Lestuzzi

Résumé ...

2011

The Critical Shear Crack Theory as a mechanical model for punching shear design and its application to code provisions

Aurelio Muttoni, Miguel Fernández Ruiz

Fédération Internationale du Béton, Bulletin 572010

Structural Behaviour of UHPFRC Combined with Various Grades of Reinforcing Steel

Cornelius Oesterlee

Ultra-High Performance Fibre-Reinforced Concrete (UHPFRC) is a promising building material for applications where high compressive and tensile strengths, deformability and increased durability are required. Especially for the rehabilitation of existing str ...

Uni Stuttgart2008

Performance of Masonry walls Under In-Plane Seismic Loading

Pierino Lestuzzi, Marc Badoux

This paper presents the results of in-plane dynamic tests of masonry walls. Five half-scale walls were built, using half-scale hollow clay brick units. Two mo- ment/shear ratios (1.4 (slender) and 0.7 (squat)) and two mortar types (M2.5 and M9) have been i ...

The Masonry Society2005