Ante Mihanović

ORCID: 0000-0003-0946-6037
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About
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Research Areas
  • Structural Health Monitoring Techniques
  • Structural Behavior of Reinforced Concrete
  • Structural Response to Dynamic Loads
  • Structural Load-Bearing Analysis
  • Civil and Structural Engineering Research
  • Structural Engineering and Vibration Analysis
  • Structural Analysis and Optimization
  • Seismic Performance and Analysis
  • Composite Structure Analysis and Optimization
  • Wind and Air Flow Studies
  • Regional Development and Management Studies
  • BIM and Construction Integration
  • Vibration and Dynamic Analysis
  • Numerical methods in engineering
  • Structural Engineering and Materials Analysis
  • Ultrasonics and Acoustic Wave Propagation
  • Concrete Corrosion and Durability
  • Optical measurement and interference techniques
  • Structural mechanics and materials
  • Innovative concrete reinforcement materials
  • Masonry and Concrete Structural Analysis
  • Structural Analysis of Composite Materials
  • Mechanical Engineering Research and Applications
  • Geodetic Measurements and Engineering Structures
  • Fire effects on concrete materials

University of Split
2012-2024

Croatian Hydrographic Institute
2020-2024

Pharmacists are commonly tasked with recommending the appropriate dietary supplement and advising patients of their correct safe use. Previous research, conducted on pharmacy students, showed that they did not always use evidence based sources information, personal identified as a significant predictor influencing decision to recommend supplement.To compare use, perceptions knowledge supplements pharmacists different years work experience explore factors could influence recommendation...

10.18549/pharmpract.2021.1.2251 article EN cc-by-nc-nd Pharmacy Practice 2021-02-25

Purpose This paper aims to present a new numerical model for the stability and load‐bearing capacity computation of space reinforced‐concrete (R/C) frame structures. Both material geometric nonlinearities are taken into account. The R/C cross‐sections assumed undergo limited distortion under torsional action. Design/methodology/approach A simple, global discretization using beam‐column finite elements is preferred full, 3D elements. more acceptable from practical point view. composite...

10.1108/02644400810855968 article EN Engineering Computations 2008-03-07

Milko Batinić, Hrvoje Smoljanović, Ante Munjiza, Mihanović GPU based parallel FDEM for analysis of cable structures A combined finite-discrete element method, adapted the a model using graphic cards, is presented in paper.The basic objective to speed up sequential computation time by one or two orders magnitude.The developed solution implemented open-source Y code.Performance measurements this are conducted on simple examples, and relevant discussions made.

10.14256/jce.2135.2017 article EN cc-by Journal of the Croatian Association of Civil Engineers 2018-01-01

The literature indicates that the limited pharmacovigilance knowledge demonstrated by healthcare professionals is main reason for underreporting of adverse drug reactions. Therefore, objective this study was to investigate pharmacy, dental and medical students’ attitudes education. cross-sectional questionnaire conducted at University Split School Medicine in November 2020. In total, 350 students participated study. results have shown pharmacy showed a significantly higher score compared (P...

10.3390/pharmacy9030147 article EN cc-by Pharmacy 2021-08-26

Abstract This paper briefly presents a numerical model for the geometric and material nonlinear limit load analysis of steel space frames under large displacements. approach favors global discretization by 1D beam‐column finite elements over one with 3D elements. The cross‐section is discretized 2D so that fiber decomposition procedure can be applied to solve geometrical behavior biaxial moments axial forces. A local each beam element based on comparative body (i. e., prismatic using brick...

10.1002/mawe.201100801 article EN Materialwissenschaft und Werkstofftechnik 2011-05-01

Abstract This paper demonstrates some computational aspects of two previously developed numerical models for a static and dynamic analysis shells based on the combined finite‐discrete element method. The response under various boundary conditions, mesh pattern refinement was analysed compared with other analytical results in order to illustrate accuracy applicability proposed models.

10.1002/mawe.201700276 article EN Materialwissenschaft und Werkstofftechnik 2018-05-01

Presents a non‐linear numerical model for the computations of post‐tensioned plane structures. Generally curved prestressing tendons and reinforcing bars are embedded into concrete they modelled independently mesh using one‐dimensional curvilinear elements. Among losses which influence decrease in prestress force, it is possible to compute caused by friction between concrete, result from deformation anchorage zone. The computation structures organized phases: phase preceding (Phase I), II)...

10.1108/02644409710170348 article EN Engineering Computations 1997-08-01

Target acceleration in multimodal pushover method for R/C framesThe procedure of searching the target ground as a measure lowest seismic resistance is presented paper.This objective achieved by analysis based on envelope principle.The founded linear combination modes (L), and mode combinations square root sum squares (SRSS), presented.Examples 5-storey 9-storey frames point to highly significant influence higher modes.The failure significantly lower, even several times compared single acceleration.

10.14256/jce.799.2012 article EN cc-by Journal of the Croatian Association of Civil Engineers 2013-05-01

In this paper, the state of art in Combined Finite-Discrete Element Method (FDEM) has been summarized together with fast emerging hybrid finite discrete element based simulation technology for multiphysics problems ranging from traditional engineering disciplines to biosciences and medical engineering.The key algorithmic aspects FDEM have summarized.The relationship between virtual experimentation explained more detail.

10.31534/engmod.2019.2-4.ri.01m article EN International Journal for Engineering Modelling 2020-02-25

Dark tourist facilities are a modern tourism phenomenon. Although dark is conceptually associated with the legal inconsistency of tourism, it based on content related to human suffering. Tourist interest in products growing, and such contents have become part standard packages markets where offer exists. Despite their proven contribution destination differentiation competitiveness, potential resources for development often neglected due workers lacking knowledge requisite specialized...

10.7225/toms.v09.n02.014 article EN Transactions on Maritime Science 2020-10-23

Purpose – The purpose of this paper is to present a new modification the multimodal pushover method, named target acceleration method. minimum base that leads ultimate limit state structure, i.e., lowest seismic resistance. Design/methodology/approach A nonlinear numerical model used determine acceleration, which achieved using iterative procedure according envelope principle. Validation method was conducted on basis results obtained by incremental dynamic analysis. Findings influence higher...

10.1108/ec-10-2014-0211 article EN Engineering Computations 2015-10-19

Despite technological advancements, healthcare professionals must actively prioritize patient safety. Reporting adverse drug reactions is a critical aspect of this responsibility, and the most accessible providers, community pharmacists, pharmacy technicians play key role. Therefore, study assessed their knowledge practices regarding reaction reporting in Croatia. A total 180 participants were included. Pharmacists demonstrated significantly better than (94.78 vs. 73.97, p = 0.024). Chronic...

10.3390/pharmacy13010001 article EN cc-by Pharmacy 2024-12-29

Presents a procedure for obtaining an improved finite element solution of boundary problems by estimating the principle exact displacement method in technique. The field is approximated two types functions: shape functions satisfying homogeneous differential equilibrium equation and full clamping as particular between nodes. represent state on elements. An numerical displacements, strains, stresses internal forces, not only at nodes but over whole element, obtained without increase global...

10.1108/eum0000000005787 article EN Engineering Computations 2001-08-01

Pushover method is a practical procedure for comprehensive nonlinear analysis of structures subjected to seismic action.Application this method, in accordance with the Eurocode 8 rules and due engineering simplicity, favours application utilizing first mode.Aim research presented paper was find influence multimodal combinations assessing bearing capacity reinforced concrete (RC) frames walls.This presents which most extreme state defined by lowest ground acceleration caused predetermined...

10.7712/120113.4729.c1705 article EN Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) 2014-01-01

The pushover method is a practical procedure for comprehensive nonlinear analysis of structures subjected to seismic action. Application this method, in accordance with the Eurocode 8 rules and due engineering simplicity, favours application utilizing first mode. aim presented research paper was find influence multi modal combinations assessing bearing capacity reinforced concrete (RC) frames walls. This presents which most extreme state defined by lowest ground acceleration caused...

10.4028/www.scientific.net/kem.553.117 article EN Key engineering materials 2013-06-01

Numerical modelling of in-plane creep behaviour reinforced and prestressed concrete structuresThe numerical model for the analysis concrete, based on correction modulus elasticity in principal direction, current state stresses, is presented.The elastic dependent coefficient as obtained from uniaxial diagram compression.The model's accuracy was analyzed appropriate laboratory examples structures, using a computer program developed that purpose.

10.14256/jce.748.2012 article EN cc-by Journal of the Croatian Association of Civil Engineers 2013-02-01
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