Dynamic Behavior of the Palazzo Lombardia Tower: Comparison of Numerical Models and Experimental Results

Author:

Cigada Alfredo1,Mola Elena2,Mola Franco3,Stella Gianfranco4,Vanali Marcello5

Affiliation:

1. Dept. of Mechanical Engineering, Polytechnic Univ. of Milan, 20156 Milan, Italy.

2. ECSD Engineering, Via Goldoni 22, 20129 Milan, Italy.

3. Dept. of Structural Engineering, Polytechnic Univ. of Milan, 20132 Milan, Italy.

4. CAD DataConsult, Via Cadolini 4, 20137 Milan, Italy.

5. Dept. of Industrial Engineering, Univ. of Parma, 43124 Parma, Italy (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. British Standards Institution (BSI). (1990). BS EN 1990 Eurocode 0: Basis of structural design London.

2. Structural health monitoring of civil infrastructure

3. Caprioli A. Cigada A. Gentile C. and Vanali M. (2009) “Comparison of two different OMA techniques applied to vibration data measured on a Stadium grandstand.” Proc. Int. Conf. IOMAC ’09—3rd Int. Operational Modal Analysis Conf. Univ. of Minho Guimarães Portugal 81–87.

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