- Type of paper
: Paper in book
Title: Detection of Dammaged Structures and their Safety and
Durability
- Authors:
- Androić, Boris (590)
- Horvatić, Dragutin (16272)
- Radić, Jure (77404)
Publisher: Facolta di Architettura Universita Degli Studi di Firenze
Year: 1992
Pages: from 58 to 77
Number of references: 3
Language: talijanski
Other: Jezik: talijanski i hrvatski
Str. 58-77, i 139-157
- Type of paper
: Paper in journal
Title: New Classifications of Steel and Composite Structures
- Authors:
- Horvatić, Dragutin (16272)
Journal: Građevinar
Number: 4
ISSN: 0350-2465
Volume: 42
Year: 1990
Pages: from 149 to 154
Number of references: 9
Language: hrvatski
Summary: The paper dewells with upon the concluding proposals of
theEUROCODE 3 and EUROCODE 4 international European regulations forsteel
and composite structures, which include a newclassification according to
the criterion of the posible rotationof cross-section. A relativly new
term, ortation capacity, isused and should be such so as to enable optimum
stressredistribution. The ground which the proposed limitations arebased on
cannot be considered completed, the paper rendering thebasic information
with instrutcions for further investigations.
- Type of paper
: Paper in journal
Title: Parametric Studies of Bridge Box Girder
- Authors:
- Herak-Marović, Vladica (96071)
- Horvatić, Dragutin (16272)
Journal: Građevinar
Number: 6
ISSN: 0350-2465
Volume: 44
Year: 1992
Pages: from 379 to 385
Number of references: 16
Language: hrvatski
Summary: The paper describes some general models for
calculatingasimmetrically loaded box girder. Paramertric studies of
single-cell free-support concrete box girder with transversal
diaphragmsonly above supports are also presented. The following
parametersare varied: the span of girders, the with of box, the lenght
ofside cantilevers, and the thickness of box webs. The nummericalanalysis
is carried out according to the ipmproved Maisel model(PMM), which
includes the effect of selfweight and ofasymmetrical concentrated loading.
Keywords: box girder, analysis, model, parametric study, span, box width, cantilrver lenght, web thickness
- Type of paper
: Paper in journal
Title: Reconstrutction of Railway Bridge Crossing River Kupa in
Karlovac
- Authors:
- Šavor, Zlatko (186315)
- Šavor, Krešimir
Journal: Stahlbau
Number: 6
ISSN: 0038-9145
Volume: 61
Year: 1992
Pages: from 161 to 163
Language: njemački
Summary: The paper reports on the reconstruction of an old railway
bridge.The three isostatic parabolic steel trusses were replaced by
acontinuous plate girder structure.
- Type of paper
: Paper in journal
Title: Indirect Bracing in Bridges
- Authors:
- Mujkanović, Nijaz (189254)
- Horvatić, Dragutin (16272)
Journal: Građevinar
Number: 2
ISSN: 0350-2465
Volume: 45
Year: 1992
Pages: from 73 to 78
Number of references: 4
Language: hrvatski
Summary: The paper considers a special case of bracingof
reinforcedconcrete pavement deck and steel main girder which is tipical
fortrough bridges. The problem manifests in the existence of adiscrete,
indirect connection between the deck and the girder.The characteristics of
this bond determine the elastic constantC, a key element in all analyses of
elastic brasing. Thedefinition of the constant C and its influence on the
bearingsystem of indirectly ans discretelybraced elements in the subjectof
the investigation presented in this paper.
Keywords: bridge, bracing, reinforced concrete pavement deck, steel girder, trough bridge, elastic constant, bearing system
- Type of paper
: Paper in journal
Title: Torsion in Limit State Analysis
- Authors:
- Horvatić, Dragutin (16272)
- Mirković, Martin
Journal: Građevinar
Number: 5
ISSN: 0350-2465
Volume: 47
Year: 1995
Pages: from 253 to 260
Number of references: 9
Language: hrvatski
Summary: The procedure for defining the torsional resistance of a
box girder when one of its side is a truss bracing, is described. Additions
needed for limit state analysis, not find in available literature, are
introduced. The principle of using torsional resistance by means of
dependence parameters of box elements is described. A numerical example is
given to show deviations that may occur in presenting the effect of
interaction between the torsion and other effects.
Keywords: torsional stiffness, truss bracing, box girder, equivalent thickness, limit state, interaction
- Type of paper
: Paper in proceedings
Title: Steel Structures in the Renewal of Buildings
- Authors:
- Horvatić, Dragutin (16272)
Proceedings title: Graditeljstvo u strategiji obnove i razvoja Republike Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1993
ISBN/ISSN: 953-96085-0-3
Pages: from 237 to 247
Meeting: Sabor hrvatskih graditelja '93
Held: from 09/30/93 to 10/02/93
Summary: The problem of using steel as a structural element in
Croatia ispresented in the paper. The current strategy of using
steelstructures in bridges and buildings is summarized, and the accentis
placed on coposite steel and cocncrete structures. At that ,the problem of
fire resistance, regarded as the major obstacle tothe greater use of steel
in the construction of buildings, isalso introduced. In this respect, a
short review of newregulations based on international codes bearing the
work titleEUROCODE is given.
Keywords: steel, steel structure, bridge, building construction industry, composite structure, fire resistance, regulation, internationale code
- Type of paper
: Paper in proceedings
Title: Safety Indices of Composite Beams for Different
Calculation Resistance Models According to EUROCODE
- Authors:
- Androić, Boris (590)
- Džeba, Ivica (93446)
- Jurić, Smiljan (62326)
Proceedings title: ATTUALITA E PROSPETTIVE DELLA COSTRUZIONE IN ACCIAIO ITALIANIN EUROPA E NEL MOND
Language: engleski
Place: Viareggio, Italia
Year: 1993
Pages: from 75 to 86
Meeting: XIV CONGRESSO C.T.A. GIORNANTE ITALIANE DELLA COSTRUZIONE IN ACCIAIO
Held: from 10/24/93 to 10/27/93
Summary: The differences in safety indices of composite beams
usingvarious calculation models according to Eurocode 4 are
presented.Simpler calculation models are quite suitable in
practicalapplications. They result in the hihest values of the safetyindex
á, which needs to be corrected to reflect the realbehaviour of composite
beams. A short survay of preliminaryresults obtained by studying safety
indices á of composite beamsused in building construction in Croatia is
presented.
- Type of paper
: Paper in proceedings
Title: Aluminium Curtain Wall on Zagreb University Hospital
- Authors:
- Džeba, Ivica (93446)
- Kalamar, Tibor (123425)
Proceedings title: Budućnost Hrvatske - graditeljski izazov
Language: hrvatski
Place: Zagreb
Year: 1990
Pages: from 127 to 132
Meeting: III kongres Društva građevinskih konstruktora Hrvatske
Held: from 10/29/90 to 10/31/90
Summary: This paper deals with the aluminium curtain wall on the
ZagrebUniversity hospital as a specific industrial product. Somesolutions
applied here are specially reviewed concerning theavailable technical
standards and structual practice. Physicsrelated to construction, as a very
important part of aluminiumcurtain wall design, is not the subject of this
paper.
- Type of paper
: Paper in proceedings
Title: The Reliability of Friction Grip Joint from the Joint Slip
Resistance Aspect
- Authors:
- Džeba, Ivica (93446)
- Androić, Boris (590)
- Franić, Tea
Proceedings title: Budućnost hrvatske - graditeljski izazov
Language: hrvatski
Place: Zagreb
Year: 1990
Pages: from 225 to 230
Meeting: III kongres Društva građevinskih konstruktora Hrvatske
Held: from 10/29/90 to 10/31/90
Summary: The paper analyzes the reliability of a friction grip joint
withone friction surface and two high strenght friction grip boltsfrom the
slip resistance point of view. The other kinds offailure have not been
considered. Bond slipping in case of abond with prolonged bolt holes is
taken as ultimate limit state.
- Type of paper
: Paper in proceedings
Title:
- Authors:
- Androić, Boris (590)
- Dujmović, Darko (113674)
- Dumbović, Ivan
Proceedings title: Poster No. 088, Simposium Report
Language: engleski
Place: Leningrad, Rusija
Year: 1991
Pages: from 192 to 193
Meeting: IABSE Simposium Leningrad 1991.
Summary: The preliminary design of the Limska Draga Viaduct was made
in 9solutions. The solution chosen was the steelstructure with
boxcross-section. The chois was dictated by the topographi andgeology of
the site as well as the current economic situation.The relation between the
design, fabrication, erection andquality assurance is shown on the
orthotropic plate.
Other:
- Type of paper
: Paper in proceedings
Title: Aluminium Curtain Walls - Design, Theoretical and
Experimental Studies
- Authors:
- Džeba, Ivica (93446)
- Kalamar, Tibor (123425)
Proceedings title: Zbornik radova K-9
Language: hrvatski
Place: Beograd, Jugoslavija
Year: 1991
Pages: from 51 to 58
Meeting: IX kongres Saveza društava građevinskih konstruktora Jugoslavije
Held: from 04/09/91 to 04/12/91
Summary: Aluminium curtain wlls is a structure field dealt with by
veryfew civil engineers. Since most of this area has not been coveredby
regulations, the objective of this paper was to present thegeneral problems
of aluminium curtain wall design withrecommendations on loading, design of
elements and points as wallas on theoretical and experimental verification
of load bearingcapacity.
- Type of paper
: Paper in proceedings
Title: Fatigue Influence on Steel Highway Bridges
- Authors:
- Jurić, Smiljan (62326)
- Androić, Boris (590)
Proceedings title: Zbornik radova ST
Language: hrvatski
Place: Skopje, Makedonija
Year: 1991
Pages: from 141 to 148
Meeting: Simpozijum na Društvo na gradežnite konstruktori na Makedonija
Held: from 09/27/91 to 09/28/91
Summary: The reliability testing of road steel bridges at fatigue
wasperfomed by means of probes. This research is an attempt toquantify the
reliability regarding the actual traffic load onthe bridge.
- Type of paper
: Paper in proceedings
Title: Should Compact Steel Cross-Sections be Utilized in Bridge
Design
- Authors:
- Horvatić, Dragutin (16272)
Proceedings title: Zbornik radova M-12
Language: hrvatski
Place: Beograd, Jugoslavija
Year: 1991
Pages: from 180 to 187
Meeting: IX kongres Saveza društava građevinskih konstruktora Jugoslavije
Held: from 04/09/91 to 04/12/91
Summary: Limited plastic rotations are permitted in compact
steelcross-sections, resulting in locked-in stresses. Designers ofroad
bridges rarely utilise plasticity methods because of thelack of
understanding of the structural behaviour in the plasticregion. A short
description of the problem is presented,illustrated by a numerical example
of continous steel girder.Further research into the problem is deemed
necessary.
- Type of paper
: Paper in proceedings
Title: Analysis of the Characteristic Parameters for Concrete
Bridge Box Girders
- Authors:
- Herak-Marović, Vladica (96071)
Proceedings title: Zbornik radova M-12
Language: hrvatski
Place: Beograd, Jugoslavija
Year: 1991
Pages: from 174 to 179
Meeting: IX kongres Saveza društava građevinskih konstruktora Jugoslavije
Held: from 04/09/91 to 04/12/91
Summary: This work presents the parametar studies of one-cell
free-supportconcrete box girder with a lateral diaphragm only above
thesupports. Some parameters have been varied such as: the girderspan, the
box width, the lenght of the side cantilevers and thethickness of the box
webs. Calculation is provided by theimproved Mails model (PMM) for own
weight loading andnon-symetric concentrated load.
- Type of paper
: Paper in proceedings
Title: Parameter Studies of Bridge Box Girder
- Authors:
- Herak-Marović, Vladica (96071)
Proceedings title: MOSTOVI
Language: hrvatski
Place: Zagreb
Year: 1991
Pages: from 113 to 121
Meeting: DHGK Znanstveni kolokvij MOSTOVI
Held: from 06/20/91 to 06/22/91
Summary: This work presents the parametar studies of one-cell
free-supportconcrete box girder with a lateral diaphragm only above
thesupports. Some parameters have been varied such as: the girderspan, the
box width, the lenght of the side cantilevers and thethickness of the box
webs. Calculation is provided by theimproved Mails model (PMM) for own
weight loading andnon-symetric concentrated load.
- Type of paper
: Paper in proceedings
Title: Study of Corrosion Prevention on Steel Bridges
- Authors:
- Đukić, Ljubomir (9884)
- Šavor, Zlatko (186315)
- Luketina, Ivo (93281)
Proceedings title: MOSTOVI
Language: hrvatski
Place: Zagreb
Year: 1991
Pages: from 360 to 366
Meeting: DHGK Znanstveni kolokvij MOSTOVI
Held: from 06/20/91 to 06/22/91
Summary: Investigation has been made to develop a comprehensive
corrosionprevention method (CPM), to establish the condition of
corrosionprotection on structures during their service life. New types
ofassessment have been proposed to create a uniform assessment.
Inaccordance with this, an optimum procedure was developed formaintenance
of corrosion prevention on bridges.
An expert system also has been developed to determine conditionof corrosion
protection on steel structures during their servicelife.
- Type of paper
: Paper in proceedings
Title: Parameters for the Analysis of the Damage Level of
Structures
- Authors:
- Horvatić, Dragutin (16272)
Proceedings title: Zbornik radova, knjiga I
Language: hrvatski
Place: Zagreb
Year: 1992
Pages: from 9 to 15
Meeting: Graditelji u obnovi Hrvatske
Held: from 06/25/92 to 06/27/92
Summary: Completed destroyed or collapsed structural elements must
bereplaced. Partially damaged structures must be repaired to raisetheir
serviceability to the acceptable level, Which is not muchlower than prior
to the incurred damage. it is necessary toanalyse the effects of damage
utilizing the known parameters ofparticular material and structural
characteristics at the onsetof large deformations in steel and concrete,
when they actseparatly or compositly, in order to assess the acceptable
levelof seviceability. An explosion causses not only local destructionbut
also subjects structures to high temperatures, so the effectsof large
deformations and of high temperatures are both accountedfor in the article.
- Type of paper
: Paper in proceedings
Title: The Compairson of Results Obtained by Methods of Limit
States Analysis for Composite Steel & Concrete Columns
- Authors:
- Delić, Davor (189276)
- Horvatić, Dragutin (16272)
Proceedings title: Graditelji u obnovi hrvatske
Language: hrvatski
Place: Zagreb
Year: 1993
ISBN/ISSN: 953-6175-02-9
Pages: from 87 to 92
Meeting: Drugi radni sabor DHGK Graditelji u obnovi Hrvatske
Held: from 10/13/93 to 10/15/93
Summary: There is a term in the formula of limit state analysis
forcomposite colum design due to compression and bending that takesinto
acount its imperfection. Its default value is 1/250 oflength. Here is the
results of analysis that have been obtainedby compairson of this method and
method described in DIN 18806.
- Type of paper
: Paper in proceedings
Title: Rotation Capacity of Composite Cross Section
- Authors:
- Balić, Martina (195034)
Proceedings title: Graditelji u obnoci Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1993
ISBN/ISSN: 953-6175-02-9
Pages: from 115 to 120
Meeting: Drugi radni sabor DHGK Graditelji u obnovi Hrvatske
Held: from 10/13/93 to 10/15/93
Summary: Ultimaye limit state of structures is based on
sufficientdeformation capacity of their cross sections.
Furtherinvestigations of composite cross sectionsare necessary,especially6
for behaviour in plastic range. In this paper surveyof governing parameters
and required rotation capacity arepresented. Classification of composite
cross section with respectto rotation capacity and moment - rotation curve
for compositecross section are described.
- Type of paper
: Paper in proceedings
Title: Semi-Rigid Connections in Steel Structures
- Authors:
- Mujkanović, Nijaz (189254)
- Horvatić, Dragutin (16272)
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1993
ISBN/ISSN: 953-6175-02-9
Pages: from 319 to 324
Meeting: Drugi radni sabor DHGK Graditelji u obnovi Hrvatske
Held: from 10/13/93 to 10/15/93
Summary: Limit state analysis of steel structure allows the use
ofsemi-rigid connection in frame design model. In the articlerigidity and
the limit capacities for same type of semi-rigidconnections are determined.
The procedure of classifying theconnections as rigid, semi-rigid or pinned,
based on theirrigidity and moment-rotation relationship is analysed.
Acceptablesimplification in steel structural modelings are also specified.
- Type of paper
: Paper in proceedings
Title: Durability and Safety Levelling of Highway Steel Bridges
from Aspects of Fatigue
- Authors:
- Jurić, Smiljan (62326)
- Androić, Boris (590)
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1993
ISBN/ISSN: 953-6175-02-9
Pages: from 487 to 492
Meeting: Drugi radni sabor DHGK Graditelji u obnovi Hrvatske
Held: from 10/13/93 to 10/15/93
Summary: The problem of durability and safety in the bridge
structuralsystem has not yet been sufficiently investigated. The abovefacts
show that the orthotopic plate is less durable whencompared to other
elements of the structural system and that theorthotropic plate durability,
regarded from the aspects ofmaterial fatigue, may be a critical element of
this system.
- Type of paper
: Paper in proceedings
Title: Analysis of Tenso Structures
- Authors:
- Dvornik, Josip (11083)
- Androić, Boris (590)
- Dujmović, Darko (113674)
- Džeba, Ivica (93446)
- Lazarević, Damir
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1993
ISBN/ISSN: 953-6175-02-9
Pages: from 49 to 56
Meeting: Drugi radni sabor DHGK Graditelji u obnovi Hrvatske
Held: from 10/13/93 to 10/15/93
Summary: Procedures of design and analysis of pre-stressed fabric
andcable structures are analysed. Besides tht displacement andstress
analysis necessery in all structures, the problem of formfinding and
cutting pattern are pointed out.
- Type of paper
: Paper in proceedings
Title: Cable Bearing Structures
- Authors:
- Dvornik, Josip (11083)
- Androić, Boris (590)
- Dujmović, Darko (113674)
- Džeba, Ivica (93446)
- Lazarević, Damir
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1993
ISBN/ISSN: 953-6175-02-9
Pages: from 283 to 288
Meeting: Drugi radni sabor DHGK Graditelji u obnovi Hrvatske
Held: from 10/13/93 to 10/15/93
Summary: From the economic, structural and architectural point of
view,the best structures are those with cabels. The paper
presentscharacteristics in the behaviour of such bearing structures.Special
attention is maid to structural solutoins regarding thestability of the
structure. An overview of characteristic typesof cable bearing structures
is also given.
- Type of paper
: Paper in proceedings
Title: Cable Constructed Long Span Roof Structure
- Authors:
- Dvornik, Josip (11083)
- Androić, Boris (590)
- Dujmović, Darko (113674)
- Džeba, Ivica (93446)
- Lazarević, Damir
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1993
ISBN/ISSN: 953-6175-02-9
Pages: from 289 to 296
Meeting: Drugi radni sabor DHGK Graditelji u obnovi Hrvatske
Held: from 10/13/93 to 10/15/93
Summary: cable spanned roofs could be applied in the design of
futurestructures for special purposes in Croatia. This paper is anincentive
and preparation for future activities of our experts instructures which
have been infrequently constructed in thiscountry.
- Type of paper
: Paper in proceedings
Title: Design Methods for Cold Formed Trapesoidal Sheets
- Authors:
- Dujmović, Darko (113674)
- Androić, Boris (590)
Proceedings title: Zbornik radova
Language: hrvatski
Place: Skopje, Makedonija
Year: 1991
Pages: from 91 to 97
Meeting: Simpozijum na Društvo na gradežnite konstruktori na Makedonija
Held: from 09/27/91 to 09/28/91
Summary: The paper briefly presents currentlyapplied design methods
byShardt/Strehel and Bryan/Davies for a sheare field made oftrapesoidal
sheets. From the two models, regarding theiradvantages, Baehre/Wolfram
proposed their own model as acompromise solution.
- Type of paper
: Paper in proceedings
Title: View on the Present and the Future of Bridges
- Authors:
- Herak-Marović, Vladica (96071)
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-6175-04-5
Pages: from 35 to 40
Meeting: Treći radni sabor Graditelji u obnovi Hrvatske
Held: from 10/13/94 to 10/15/94
Summary: this paper presents some author's thoughts aboutthe design,
building, durability, maintance anduserfulness of bridges in present and
future. The time of intensive building of new and rebuilding of old roads
is infront of us. Within this proces of road constructions, a grate number
of bridges should be built and ruined and destroyed ones shuld be rebuilt.
Anyhow, some old attitudes should be forgotten for the benefit of the
profession and all of us.
- Type of paper
: Paper in proceedings
Title: criteria for Open Cross-Sections Qualification as Box
Sections
- Authors:
- Horvatić, Dragutin (16272)
- Mirković, Martin
- Editors
- Horvatić, Dragutin (16272)
- Radić, Jure (77404)
- Šavor, Zlatko (186315)
- Dvornik, Josip (11083)
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-617-04-5
Pages: from 477 to 488
Meeting: Treći radni sabor Graditelji u obnovi Hrvatske
Held: from 10/13/94 to 10/15/94
Summary: The torsional resistivity of cross-sections of three solid
walls and a truss iz analyzed. The cross-sections torsional moment Mt is
defined according to both strength and stability criteria. The summary is
given of the results obtained for some characteristic forms of truss
members.
- Type of paper
: Paper in proceedings
Title: State of the Art of Steel Structures
- Authors:
- Horvatić, Dragutin (16272)
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-6175-04-5
Pages: from 275 to 280
Meeting: Treći radni sabor Graditelji u obnovi Hrvatske
Held: from 10/13/94 to 10/15/94
Summary: Steel shell again become predominatly used structural
material for bearing structures in the next time period. This assertion can
be illustrated by following facts. Price of steel has been in
constantdecline since 1980. The steel production capacities engaged in arms
production have been reduced. Theiretical basis for steel aplication in
structures has rapidly deepened. Regulations covering the use of steel in
structures have been refined to allow for wider usage. Rapid development
has been achieved in fire resistance and safety of steel structures to
enable extensive application in buildings. new buildings in densely
built-up enviroment must be light, which makes steel strategic material in
the rebuilding of cities. Education in europe sets in these trends.
- Type of paper
: Paper in proceedings
Title: The Parameters for Rotation of Composite Cross-Sections
- Authors:
- Balić, Martina (195034)
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-6175-04-5
Pages: from 413 to 418
Meeting: Treći radni sabor Graditelji u obnovi Hrvatske
Held: from 10/13/94 to 10/15/94
Summary: Behavior of composite cross-sections under sagging moments
is presented in the paper. Effects of material properties and geometrical
characteristics on plastic behavior and rotation capaciry are described.
- Type of paper
: Paper in proceedings
Title: Preliminary Design of the Bridge over Sava near Gušće
- Authors:
- Šavor, Zlatko (186315)
- Čiček, Dario
Proceedings title: graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-6175-04-5
Pages: from 119 to 123
Meeting: Treći radni sabor Graditelji u obnovi Hrvatske
Held: from 10/13/94 to 10/15/94
Summary: One of the most imprtant tasks in rebuilding of Croatia
will be recinstruction of distroyed bridges and building the new ones.
Preliminary desings of the new bridge over the Sava river near Gušće on the
Sisak-Sunja-Jasenovac road are presented in the paper.
- Type of paper
: Paper in proceedings
Title: Influences of Basic Variables Quantification on Stud
Connectors Safety
- Authors:
- Džeba, Ivica (93446)
- Markulak, Damir
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-6175-04-5
Pages: from 257 to 264
Meeting: Treći radni sabor Graditelji u obnovi Hrvatske
Held: from 10/13/94 to 10/15/94
Summary: Composite beams in building constructions have been
studied. Statical sistem of composite beams is a simple beam. Cross
sectionis made of steel rolled I-beam ans concrete flange with stud
connectors. The paper analyzed the sensibility of each basic variables.
- Type of paper
: Paper in proceedings
Title:
- Authors:
- Balić, Martina (195034)
Proceedings title: Suvremeni postupci izvedbe
Language: hrvatski
Place: Zagreb
Year: 1995
ISBN/ISSN: 953-6175-06-1
Pages: from 119 to 125
Meeting: Simpozij Suvremeni postupci izvedbe betonskih mostova, zgrada i inženjerskih građevina
Held: from 06/19/95 to 06/21/95
- Type of paper
: Paper in proceedings
Title:
- Authors:
- Šavor, Zlatko (186315)
- Mujkanović, Nijaz (189254)
Proceedings title: Suvremeni postupci izvedbe
Language: hrvatski
Place: Zagreb
Year: 1995
ISBN/ISSN: 953-6175-06-1
Pages: from 157 to 159
Meeting: Simpozij Suvremeni postupci izvedbe betonskih mostova, zgrada i inženjerskih građevina
Held: from 06/19/95 to 06/21/95
- Type of paper
: M.A.
Title: Fatigue Influence on Steel Highway Bridges
Faculty: Građevinski fakultet Zagreb
Date of defense: 05/14/93
Language: hrvatski
Number of pages: 164
Keywords: orthotropic plate, fatigue, loading, trafic, safety, durability
- Type of paper
: M.A.
Title:
Faculty: Građevinski fakultet Zagreb
Date of defense: 06/21/94
Language: hrvatski
Number of pages: 101
- Type of paper
: Mentorship
Title: Fatigue Influence Steel Highway Bridges
Faculty: Građevinski fakultet Zagreb
Date of defense: 05/14/93
Number of pages: 164
Author: Jurić Smiljan
Degree level: M.A.
- Type of paper
: Mentorship
Title:
Faculty: Građevinski fakultet Zagreb
Mentor: HORVATIĆ DRAGUTIN
Date of defense: 06/21/94
Number of pages: 101
Author: Mirković mr Martin
Degree level: M.A.
- Type of paper
: Mentorship
Title:
Faculty: Građevinski fakultet Zagreb
Mentor: HORVATIĆ DRAGUTIN
Author: Balić Martina
Degree level: M.A.
- Type of paper
: Mentorship
Title:
Faculty: Građevinski fakultet Zagreb
Mentor: HORVATIĆ DRAGUTIN
Author: Delić Davor
Degree level: M.A.
