Structural Seismic Fragility Analysis of RC Frame with a New Family of Rayleigh Damping Models
From MaRDI portal
Publication:5496977
DOI10.1007/978-94-007-5134-7_16zbMath1304.86007OpenAlexW128595823MaRDI QIDQ5496977
Pierre Léger, Pierre Jehel, Adnan Ibrahimbegović
Publication date: 30 January 2015
Published in: Computational Methods in Stochastic Dynamics (Search for Journal in Brave)
Full work available at URL: https://hal-ecp.archives-ouvertes.fr/hal-00730603/file/chapter_COMPDYN_Corrected-Proof.pdf
dampingearthquakereinforced concrete frame structurefiber beam elementinelastic time-history analysisstructural fragility
Lua error in Module:PublicationMSCList at line 37: attempt to index local 'msc_result' (a nil value).
Cites Work
- Unnamed Item
- Theoretical and computational issues in modelling material failure in strong discontinuity scenarios
- Combined hardening and softening constitutive model of plasticity: precursor to shear slip line failure
- A study of strain localization in a multiple scale framework. -- The one-dimensional problem
- Continuum Thermodynamics
This page was built for publication: Structural Seismic Fragility Analysis of RC Frame with a New Family of Rayleigh Damping Models
