Seismic response of continuous span bridges through fiber-based finite element analysis

Author:

Chiara Casarotti,Rui Pinho

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference45 articles.

1. Banon H, Biggs J and Irvine M (1981), “Seismic Damage in Reinforced Concrete Frames,” J. Struct. Engrg., ASCE, 107(ST9): 1713–1729.

2. Bazant S and Bhat P (1977), “Prediction of Hysteresis in Reinforced Concrete Members,” J. of Struc. Engrg., ASCE, 103(ST1): 151–167.

3. Bertero V, Aktan A, Charney F and Sause R (1984), “Earthquake Simulator Tests and Associated Experimental, Analytical and Correlation Studies of One-Fifth Scale Model,” in Earthquake Effects on Reinforced Concrete Structures, American Concrete Institute, SP-84-13, Detroit, pp.375–424.

4. Brancaleoni F, Ciampi V and Di Antonio R (1983), “Rate-type Models for Non-linear Hysteretic Structural Behavior,” EUROMECH Colloquium, Palermo, Italy.

5. Charney F and Bertero VV (1982), “An Evaluation of the Design and Analytical Seismic Response of a Seven Story Reinforced Concrete Frame-Wall Structure,” EERC Report 82/08, Earthquake Engrg. Research Center, Univ. of California, Berkeley.

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