Numerical simulation of bridge piers' seismic behavior: A blind prediction methodology

• Tipo: Artigo em Livro de Atas de Conferência Internacional
• Data: 2011

Autores

Nelson Vila Pouca (Autor) FEUP; André Monteiro (Autor) FEUP; António Arêde (Autor) FEUP; Pedro Delgado (Autor) Outra; Raimundo Delgado (Autor) FEUP

Ata de Conferência Internacional

Título: ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme

3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2011

Corfu, 25 May 2011 through 28 May 2011

Indexação

Scopus - 0 Citações

Classificação Científica

FOS: Ciências da engenharia e tecnologias > Engenharia civil

CORDIS: Ciências Tecnológicas > Engenharia > Engenharia civil > Engenharia estrutural

Outras Informações

ID Authenticus: P-008-0TN

Abstract (EN): During mid-2010, the PEER (Pacific Earthquake Engineering Research Center) and NEES (George E. Brown, Jr. Network for Earthquake Engineering Simulation) institutions co-sponsored a shaking table test on a full-scale reinforced concrete bridge pier that was carried out at the UCSD Large High-Performance Outdoor Shake Table. This experimental initiative was encompassed by a worldwide blind prediction contest (Concrete Column Blind Prediction Contest - CCBPC 2010) with over 40 participant teams seeking for the best numerical simulation results. The authors of this paper have participated in that contest and managed to achieve very good results as recognized by an "Award of Excellence" by the contest judges. The tested pier was included in a 10.50m high structure, comprising a 5.50m wide footing, a pier body 7.30m high with 1.20m diameter solid circular section. A 250ton reinforced concrete block was placed on the top of the pier in order to drive inertia forces large enough to mobilize the pier capacity, under increasing intensity uniaxial ground motions derived from real earthquake records. The blind numerical analyses were performed knowing only the specimen geometry, reinforcement detailing, material characteristics and the actual ground motions recorded during the testing. In this context and, in view of the author's participation success, the present paper mainly aims at presenting several aspects of the adopted numerical methodology (and related difficulties) which proved to yield good results, while also providing some insight regarding key problems in numerical simulations of bridge pier seismic behavior. The main numerical and experimental results are compared and a brief discussion is included concerning the reasons for mismatching of some results.

Idioma: Inglês

Tipo (Avaliação Docente): Científica

Nº de páginas: 14