mercoledì 9 dicembre 2015

Overview on blast resistance assessment of structures: finite element simulations and fragility analyses

Seminar announcement: 26 December 2015 - Tokyo Polytechnic University, Wind Engineering Center (1583, Iiyama, Atsugi, Kanagawa, 243-0297)

Overview on blast resistance assessment of structures: finite element simulations and fragility analyses


Pierluigi Olmati, Ph.D., P.E.
Researcher at Tokyo Polytechnic University (JSPS fellowship)
pierluigi.olmati@gmail.com

Abstract

An overview on resistance assessment of structures subjected to impulsive loads is presented in this seminar. Finite element simulations are carried out, mostly using LS-Dyna©, for assessing the behavior of reinforced concrete and insulated panels (sandwich panels) loaded by blast. Furthermore a probabilistic framework, originally used in earthquake engineering, is applied to blast engineering. The probability of failure assessed for a reinforced concrete panel and a built-up blast resistant door is calculated using Monte Carlo simulations (unconditional approach) and by means of fragility analyses (conditional approach).
One of the presented finite element analyses has been awarded in a simulation contest sponsored by the USA National Science Foundation and American Concrete Institute. The carried out finite element simulations predict with satisfying accuracy the response of structures subjected to impulsive load. Therefore those modelling techniques can be used to validate the design made by simplified analyses such as the Single Degree of Freedom SDOF analysis.
The presented probability approach for blast loaded structure is an innovative application of the performance-based engineering to blast design. The proposed probabilistic framework, to develop further, shows the feasibility to apply a probabilistic design to blast loaded structure even using simplified mechanical models such as the mentioned SDOF analysis. Furthermore a safety factor for blast design is proposed as well.

Short biography

Dr. Pierluigi Olmati obtained his Ph.D. degree in Structural Engineering at Sapienza University of Rome (IT) in March 2014. During his Ph.D. program he has been visiting scholar at Lehigh University (USA) and National Technical University of Athens (GR). In 2014-15 he worked first as researcher at University of Surrey (UK) and later as design engineer at AKT II (structural engineering consultant, UK). In November 2015 Dr. Olmati has been awarded with a fellowship of the Japan Society for the Promotion of Science and he is hosted by Prof. Yukio Tamura and Prof. Akihito Yoshida at Tokyo Polytechnic University - Wind Engineering Center. Research interests: numerical and experimental evaluation of structures subjected to impulsive loads, probabilistic frameworks applied to impulsive loaded structures.








martedì 2 giugno 2015

Ultimate Capacity of Diagrid Systems for Tall Buildings in Nominal Configuration and Damaged State



Giulia Milana, Pierluigi Olmati, Konstantinos Gkoumas, Franco Bontempi. Ultimate Capacity of Diagrid Systems for Tall Buildings in Nominal Configuration and Damaged State. DOI: 10.3311/PPci.7795



Abstract
One of the evocative structural design solutions for tall buildings is recently embraced by the diagrid (diagonal grid) structural system. Diagrid, with a perimeter structural configuration characterized by a narrow grid of diagonal members involved both in gravity and in lateral load resistance, requires less structural steel than a conventional steel frame, provides for a more sustainable structure and has emerged as a new design trend for tall-shaped complex structures due to aesthetics and structural performance. The purpose of this study is twofold. First, to assess the optimal structural design of a diagrid tall-building, also compared to a typical outrigger building, focusing on the sustainability (the use of structural steel) and the structural safety and serviceability. To this aim, different diagrid geometries are tested and compared. Second, to provide some insight on the residual strength of diagrid structures, also in the damaged state (modelled by the elimination of diagonal grids). Both goals are accomplished using FEM nonlinear analyses.

Keywords
diagrid · steel-framed · structural design · capacity curves · pushover analysis · structural robustness · sustainability