Response of SDOF bilinear elasto-dynamical models of cracked concrete beams for El Centro earthquake

ISSN： 1937-3260

Source： The IES Journal Part A: Civil & Structural Engineering, Vol.6, Iss.3, 2013-08, pp. : 222-238

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Elasto-Plastic Model for Timber-Concrete Composite Beams with Ductile Connection

By Frangi Andrea Fontana Mario

Structural Engineering International, Vol. 13, Iss. 1, 2003-01 ,pp. : 47-57

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Earthquake response of tall reinforced concrete chimneys

By Wilson J.L.

Engineering Structures, Vol. 25, Iss. 1, 2003-01 ,pp. : 11-24

Elsevier

Access to resources Recommend Favorite

Response of reinforced concrete beams with clamps applied externally: an experimental study

By Altin S. Tankut T. Anil O. Demirel Y.

Engineering Structures, Vol. 25, Iss. 9, 2003-07 ,pp. : 1217-1229

Elsevier

Access to resources Recommend Favorite

Nonlinear seismic response of stiffening SDOF systems

By Yazdani Motlagh A.R. Ala Saadeghvaziri M.

Engineering Structures, Vol. 23, Iss. 10, 2001-10 ,pp. : 1269-1280

Elsevier

Access to resources Recommend Favorite

Normalized energy-based methods to predict the seismic ductile response of SDOF structures

By Bruneau M. Niandi W.

Engineering Structures, Vol. 18, Iss. 1, 1996-01 ,pp. : 13-28

Elsevier

Access to resources Recommend Favorite