J. Mazars, L. Daudeville, P. Kotronis, V. Abbasi (2004). "Using Damage Mechanics to Model a Four Story RC Framed Structure Submitted to Earthquake Loading." In Proceedings of FraMCoS 5, Vail, Colorado, USA.
J. Mazars, L. Daudeville, P. Kotronis, V. Abbasi. "Using Damage Mechanics to Model a Four Story RC Framed Structure Submitted to Earthquake Loading." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.
J. Mazars, L. Daudeville, P. Kotronis, V. Abbasi, "Using Damage Mechanics to Model a Four Story RC Framed Structure Submitted to Earthquake Loading," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.
@inproceedings{j-mazars2004,
title = {Using Damage Mechanics to Model a Four Story RC Framed Structure Submitted to Earthquake Loading},
author = {J. Mazars, L. Daudeville, P. Kotronis, V. Abbasi},
year = {2004},
booktitle = {Proceedings of FraMCoS 5},
address = {Vail, Colorado, USA},
}
TY - CPAPER
TI - Using Damage Mechanics to Model a Four Story RC Framed Structure Submitted to Earthquake Loading
AU - J. Mazars
AU - L. Daudeville
AU - P. Kotronis
AU - V. Abbasi
PY - 2004
T2 - Proceedings of FraMCoS 5
CY - Vail, Colorado, USA
UR - https://framcos.org/wp-content/uploads/framcos-papers/Using_Damage_Mechanics_to_Model_a_Four_Story_RC_Framed_Structure_Submitted_to_Ea.pdf
AB - A simplified model is proposed to simulate the nonlinear behavior of a four-story full-scale reinforced concrete framed structure subjected to severe dynamic loading. The structure has been tested pseudodynamically in the European Laboratory for Structural Assessment (ELSA) at the Joint Research Center of the European Commission. The proposed model uses 2D multi layered Bernoulli beam elements and uniaxial constitutive laws based on damage mechanics and plasticity. Comparison with the experimental results shows the efficiency of the approach.
ER -
