- Type of paper
: Paper in journal
Title: Static and dynamic analysis of concrete garavity dams
- Authors:
- Radnić, Jure (70834)
Journal: Građevinar
Number: 2
ISSN: 0350-2465
Volume: 45
Year: 1993
Pages: from 64 to 72
Number of references: 18
Language: hrvatski
Summary: The paper initially briefly discusses certain problems
related tothe static and dynamic analyses of dams, which
significantlyinfluence the results. Also presented is the previously
developedand later enhanced model for the static and dynamic analysis
ofconcrete gravitation dams. Closing of cracks in concrete/soil,flow,
nonlinear behaviour of reinforcement, as well as cavitationin water are
modelled. The application of the model is illustrated on the static
and dynamic analysis of Koyna Dam.
Keywords: concrete gravitation dam, static analysis, dynamic analysis, model, reinforcement, flow, cavitation
- Type of paper
: Paper in journal
Title: Design Model for Composite Cross Sections
- Authors:
- Radnić, Jure (70834)
- Harapin, Alen
Journal: Građevinar
Number: 7
ISSN: 0350-2465
Volume: 45
Year: 1993
Pages: from 379 to 389
Number of references: 6
Language: hrvatski
Summary: A model for the design of general composite cross sections
loadedwith excentrical longitudinal force is presented. The
analysiscomprises stress/strain condition, determination of boundary
loadbearing capacity, and determination of area of reinforcement
forshort-term loading. Model's applicability in the analysis ofconcrete
cross section reinforced with unstressed and prestressedtendons, as well as
with stiff steel, is briefly described.Examples ilustrate certain posible
applications of the model andnumerical program.
- Type of paper
: Paper in journal
Title: Repair of Reinforced-Concrete Girders using Glued Steel
Flanges
- Authors:
- Radnić, Jure (70834)
- Granić, Draen
- Domazet, Ante
Journal: Građevinar
Number: 3
ISSN: 0350-2465
Volume: 47
Year: 1995
Pages: from 131 to 137
Number of references: 3
Language: hrvatski
Summary: Results obtained by testing concrete girders strengthened
eith glue steel flanges are presented. Two girder types were tested: one
where failure is mostly due to bending and the other where failure is most
often caused by shearing action. In the first case, poorly reinforced
beams, with bottom part strengthened by glued steel flanges, were tested.
In second case, the testing involved even les reinforced beams strengthened
by glued steel flanges in the area of high transverse forces. Strengthened
and non-strengthened girders were analyzed, and appropriated conclusions
were made.
Keywords: girder, reinforced concrete, steel flange, bending, shear, glue, repair
- Type of paper
: Paper in journal
Title: Working Strees Design for Reinforced-Concrete Rectangular
Sections
- Authors:
- Radnić, Jure (70834)
- Harapin, Alen
Journal: Građevinar
Number: 9
ISSN: 0350-2465
Volume: 46
Year: 1994
Pages: from 531 to 537
Number of references: 3
Language: hrvatski
Summary: The disgn procedure for determining working stresses of
rectangular reinforced-concrete sections, including the influence of
concrete creep, is presented. The procedure is based on the linear
relationship between stress and strain for concrete and steel (without
tensile strength of concrete) and on the linear theory of creep. Tables for
practical use have been developed on the basis of this procedure. These
tables may be use to control stress on the 'T' section if the neutral axis
remains in the compresion slab.
Keywords: reinforced-concrete section, working stresses, creep, neutral axis, concrete
- Type of paper
: Paper in proceedings
Title: Stress-strain analysis of composite cross sections
- Authors:
- Radnić, Jure (70834)
- Harapin, Alen
- Editors
- Bićanić, Nenad (519)
- Owen, D.R.J.
- Marović, Pavao
- Jović, Vinko
- Mihanović, Ante
Proceedings title: Proc. Int. Conf. Nonlinear Eng. Comp.
Language: engleski
Year: 1991
ISBN/ISSN: 0-906674-78-6
Pages: from 409 to 421
Meeting: Int. Conf. Nonlinear Eng. Comp.
Held: from 09/16/91 to 09/20/91
Summary: The paper presents a general procedure for the
dimensioning of composite cross-sections under
eccentric longitudinal force. The cross-sections can
have an arbitrary form, can be made of various
materials, and formed during several stages. The
calculation includes the stress-strain analysis, the
ultimate bearing capacity determination, and the
identification of the required area of the bar
reinforcement. It also presents a brief description
of the possibility of applying the model to the
dimensioning of concrete cross-sections reinforced
by unstressed bars, prestressed tendons, and rigid
steel. The solution of one practical example
illustrates the possibility of the model
application.
Keywords: composite cross section, structural analysis, stress strain analysis, load bearing capacity, model, concrete cross section
- Type of paper
: Paper in proceedings
Title: Biaxially loaded composite cross sections
- Authors:
- Radnić, Jure (70834)
- Harapin, Alen
Proceedings title: Proc. 12th Int. Conf. Structural mechanics in reactor tehnology (SMiRT)
Language: engleski
Place: Stuttgart, Deutchland
Year: 1993
Pages: from 0 to 0
Meeting: Proc. 12th Int. Conf. Structural mechanics in reactor tehnology (SMiRT)
Summary: The paper presents a general procedure for the
stress-strainanalysis of composite cross-sections. under short-term
eccentriclongitudinal force. The sections can have arbitrary form, can
bemade of various materials, and formed during several stages.
Thecalculation includes the stress-strain analysis, the ultimatebearing
capacity determination of the required area of the barreinforcement. The
solution of one practical example ilustratesthe possibility of the model
aplication to dimensioning of thereinforced cros-sections.
Keywords: stress-strain analysis, composite cros-sections, ultimate bearing capacity
- Type of paper
: Paper in proceedings
Title: The influence of tensile concrete resistance on the
stress-strain state and stiffness of R/C sections
- Authors:
- Radnić, Jure (70834)
- Harapin, Alen
- Editors
- Radić, Jure
Proceedings title: Zbornik radova drugog radnog sabora "Graditelji u obnovi Hrvatske"
Language: hrvatski
Place: Zagreb
Year: 1993
ISBN/ISSN: 953-6175-02-9
Pages: from 155 to 160
Meeting: Drugi radni sabor "GRADITELJI U OBNOVI HRVATSKE"
Held: from 10/13/93 to 10/15/93
Summary: Some aspects of computing of reinforced concrete structures
forthe purpose of caring capacity and serviceability limit statesare at
first shortly discussed in the paper. The behavior of theconcrete in
tension is briefly analyzed, and then the influenceof tensile concrete
resistance on the stress-strain state andstiffenss of some classical
reinforced rectangular cross-section,loaded by pure bending moment, are
numerically investigated. Theinfluences of concrete quality, amount of
reinforcement, type ofconcrete stress-strain diagram in tension, and the
loading levelsare examined.
Keywords: tensile concrete resistance, stiffness of R/C elements
- Type of paper
: Paper in proceedings
Title: Some Aspects of the Quality and Economy of Structures
- Authors:
- Radnić, Jure (70834)
- Editors
- Simović, Veselin
Proceedings title: Zbornik radova "SABOR HRVATSKIH GRADITELJA '93"
Language: hrvatski
Place: Crikvenica, Hrvatska
Year: 1993
ISBN/ISSN: 953-96085-0-3
Pages: from 303 to 313
Meeting: SABOR HRVATSKIH GRADITELJA '93 - Graditeljstvo u strategiji obnove i razvoja Hrvatske
Held: from 09/30/93 to 10/02/93
Summary: The paper briefly deals with some aspects on quality and
economyof structures. The objective of the paper is contribution tofinding
the optimal solutions for the its reconstruction andconstruction.
Keywords: structure, quality, cost effectiveness, design, concrete structure, aesthetics, professional improvement
- Type of paper
: Paper in proceedings
Title: Some Computing and Constructing Aspects of Structures and
Buildings
- Authors:
- Radnić, Jure (70834)
- Editors
- Radić, Jure
Proceedings title: Zbornik radova drugog radnog sabora "GRADITELJI U OBNOVI HRVATSKE"
Language: hrvatski
Place: Zagreb
Year: 1993
ISBN/ISSN: 953-6175-02-9
Pages: from 61 to 66
Meeting: Drugi radni sabor "GRADITELJI U OBNOVI HRVATSKE"
Held: from 10/15/93 to 10/15/93
Summary: Some computings and constructing aspects of structures
andbuildings are criticized discussed. Importance of conceptionstructure
solutions, constructing and detailing of structures isspecially pointed.
Application of complex computing models iscritique treatise, and pointed
the importance of simple, andsufficient accuracy practical models. Some
usual defects ofpractical construction projects are mentioned. It is
stressedthat the quality and economy of building always must be
primarilypurpose of designer.
- Type of paper
: Computer program
Title: DAK-BET
- Authors:
- Radnić, Jure (70834)
Institution depot: Građevinski fakultet Split
HW platform: VAX 11/750
Operating system: VMS
Programming language: FORTRAN IV
Year: 1991
Summary: Static and dynamic analysis of planar RC structures
including thespecial material model for concrete inseismic conditions.
Keywords: static and dynamic analysis of RC planar structures, interaction soil-construction, special material model for concrete in seismic conditions
- Type of paper
: Computer program
Title: DAFIKB-BET
- Authors:
- Radnić, Jure (70834)
Institution depot: Građevinski fakultet Split
HW platform: VAX 11/750
Operating system: VMS
Programming language: FORTRAN IV
Year: 1991
Summary: Static and dynamic analysis of RC planar structures in
contactwith water, including the nonlinear material model for fluid
andspecial material model for concrete in seismic conditions.
Keywords: static and dynamic analysis of RC planar structures, interaction water-soil-construction, nonlinear model for water, special material model for concrete in seismic conditions
- Type of paper
: Computer program
Title: DKP
- Authors:
- Radnić, Jure (70834)
- Harapin, Alen
Institution depot: Građevinski fakultet Split
HW platform: VAX 11/750 i PC
Operating system: VMS i DOS-3.3
Programming language: FORTRAN 77 i Turbo C
Year: 1992
Summary: Dimensioning of classical reinforced, pretensioned and
couplingconcrete cross sections loaded by eccentric short term axialforce.
Keywords: dimensioning of RC cross sections
- Type of paper
: Computer program
Title: DKP-REO
- Authors:
- Radnić, Jure (70834)
- Harapin, Alen
Institution depot: Građevinski fakultet Split
HW platform: VAX 11/750 i PC
Operating system: VMS i DOS 3.3
Programming language: FORTRAN 77 i Turbo C
Year: 1993
Summary: Dimensioning of classical reinforced, pretensioned and
couplingconcrete cross sections loaded by eccentric axial force,including
the reological concrete effects.
Keywords: dimensioning of RC cross sections, reological effects
- Type of paper
: Computer program
Title: SALJ
- Authors:
- Radnić, Jure (70834)
- Krolo, Josip
Institution depot: Građevinski fakultet Split
HW platform: PC
Operating system: DOS
Programming language: FORTRAN 77
Year: 1994
Keywords: R/C shells, concrete
- Type of paper
: Computer program
Title: ENPP
- Authors:
- Radnić, Jure (70834)
- Harapin, Alen
Institution depot: Građevinski fakultet Split
HW platform: PC
Operating system: DOS
Programming language: C
Year: 1994
Keywords: reinforced-concrete section, working stresses, creep, neutral axis, concrete
