- Type of paper
: Book
Title: Steel Structures 1
- Authors:
- Androić, Boris (590)
- Dujmović, Darko (113674)
- Džeba, Ivica (93446)
- Editors
- Androić, Boris (590)
- Dujmović, Darko (113674)
- Džeba, Ivica (93446)
Publisher: Instutut građevinarstva Hrvatske
ISBN: 953-6085-01-1
Year: 1994
Number of pages: 621
Number of references: 66
Language: hrvatski
Summary: The primary purpose of this textbook is to provide the
basic material for the first course in structural steel design. The book
contents 20 chapters according to Eurocode.
Keywords: steel structures, design, manufacturing, erection, Eurocode
- Type of paper
: Paper in book
Title: Visokočvrsti čelik - istraživanje temeljnog fenomena
računskih modela probabilističkim pristupom
- Authors:
- Hemerich, Edo (15495)
- Milčić, Vuk (31311)
Publisher: E & FN SPON/CHAPMAN & HALL
Year: 1991
Pages: from 26 to 32
Number of references: 7
Language: engleski
Summary: The paper deals with the use of high-strength steels
inengineering structures from the probabilistic point of view, andshows a
model how to solve this task and bring high-strengthsteels in standard use.
Keywords: high-strength steel, probabilistic, use
- Type of paper
: Paper in book
Title: Stochastic processes
- Authors:
- Pauše, Željko (35214)
Publisher: Leksikografski zavod
Year: 1992
Pages: from 348 to 355
Language: hrvatski
- Type of paper
: Paper in book
Title: Statistic
- Authors:
- Pauše, Željko (35214)
Publisher: Leksikografski zavod
Year: 1992
Pages: from 314 to 325
Language: hrvatski
- Type of paper
: Paper in journal
Title: Deformacije uočene na prostornim rešetkastim sustavima
velikih raspona
- Authors:
- Androić, Boris (590)
Journal: International Journal of Space Structures
Number: 3
ISSN: 0266-3511
Volume: 7
Year: 1992
Pages: from 219 to 222
Number of references: 3
Language: engleski
Summary: Deformations observed on completed systems of space
steelstructures appear to be much higher than foreseen by
standardstructural analysis. The proposed technique for resolving
thisproblem uses the steel roof structure of the stadium in Split.The
procedure may also be applied to systems other than theMERO-type, and
warrants the conclusion as to the adequacy of theerected structure,
consisting of other types of "industrialassemblages".
Keywords: deformation, industrial assemblages, space steel structure
- Type of paper
: Paper in journal
Title: Otpornost aksijalno pritisnutih cilindričnih ljusaka
određena za izmjerene geometrijske imperfekcije
- Authors:
- Turčić, Franjo (50685)
Journal: Journal of Constructional Steel Research
Number: 19
Year: 1991
Pages: from 221 to 234
Number of references: 12
Language: engleski
Summary: A method for determining the resistance of an imperfect
isotropicsteel shell is proposed in this paper. The following hypothesesare
supported: hypothesis on dominant characteristics of theusual initial
geometric imperfection; hypothesis on theequivalent axisymetric calculation
model; and hypothesis on thegeneral rules that govern the relationship
between the mean valueof the amplitude on the critical cross-section and
the wallthickness, for different r/t relations. The correctness of theabove
hypotheses is provern by numerically simulated experimentsusing the
computer program BOSOR 5, for characteristic r/trelations.
Keywords: resistance, cylindrical shell, imperfection, hypothesis
- Type of paper
: Paper in proceedings
Title: The influence of gross errors on structure safety
- Authors:
- Džeba, Ivica (93446)
Proceedings title: Teoretska i eksperimentalna istraživanja i opća razmatranja
Language: hrvatski
Place: Beograd, YU
Year: 1991
Pages: from 183 to 187
Meeting: IX kongres Saveza društava građevinskih konstruktora Jugoslavije
Held: from 04/09/91 to 04/12/91
Summary: Gross errors cannot be foreseen and are the cause of
moststructure failures. Some of them can be avoided by control.Errors due
to implementation of regulations are not easilydetected and have the
tendency to become systematic errors. Thisis illustrated by an example from
friction grip joints and theinfluence of the errors on structure safety.
Keywords: gross error, control, safety, safety index
- Type of paper
: Paper in proceedings
Title: Influences of basic variables quantification on friction
grip joints safety
- Authors:
- Džeba, Ivica (93446)
- Androić, Boris (590)
Proceedings title: Teoretska i eksperimentalna istraživanja i opća razmatranja
Language: hrvatski
Place: Beograd, YU
Year: 1991
Pages: from 187 to 191
Meeting: IX kongres Saveza društava građevinskih konstruktora Jugoslavije
Held: from 04/09/91 to 04/12/91
Summary: Friction grip joints with one to six high strength friction
gripbolts, one friction surface and bond slipping have been
stidied.Relation between safety indices and number of bolts in joint
isshown. The paper analyzes the sensibility of each basic variabledepending
on the number of bolts in a friction grip joint, aswell as the influence of
variation coefficient change on safetyindex.
Keywords: quantification, basic variable, friction grip joint, safety index
- Type of paper
: Paper in proceedings
Title: Computor assessment of damages using fuzzy set logics
- Authors:
- Džeba, Ivica (93446)
- Dujmović, Darko (113674)
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1992
Pages: from 119 to 127
Meeting: Radni sabor Graditelji u obnovi Hrvatske
Held: from 06/25/92 to 06/27/92
Summary: The paper presents a possibility to modify the SPERIL
computerprogramme in order to assess the state of structures damaged inwar.
The programme is based on "fuzzy set" logics, avoiding thepossibility to of
several experts disagreeing in their assessmentof structure damage.
Keywords: damage, assessment, fuzzy set logics
- Type of paper
: Paper in proceedings
Title: Calculation of remaining safety degree of damaged
structure
- Authors:
- Androić, Boris (590)
- Milčić, Vuk (31311)
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1992
Pages: from 107 to 118
Meeting: Radni sabor Graditelji u obnovi Hrvatske
Held: from 06/25/92 to 06/27/92
Summary: War destructions in Croatia have caused numerous damages
onbearing structures. Until now the problem was solved by anexperts
subjective assessment on the future of the structure. Thepaper presents a
scientific approach using new method called"Fuzzy reliability" which
provides for quantitative presentationof decreased safety degree. This
enables an objective decisionabout the further use of the structure,
knowing the increasedrisk in accidental circumstances.
Keywords: remaining safety degree, war, demage, structure, fuzzy-reliability
- Type of paper
: Paper in proceedings
Title: Application of fuzzy set theory in structural damage
estimation
- Authors:
- Pauše, Željko (35214)
- Milčić, Vuk (31311)
- Androić, Boris (590)
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1992
Pages: from 101 to 106
Meeting: Radni sabor Graditelji u obnovi Hrvatske
Held: from 06/25/92 to 06/27/92
Summary: This paper first explains difference between the concept of
setin the classical sense and the concept of fuzzy set. Then theconcept of
the membership function and basic operations withfuzzy sets is interpreted.
Finally, a way of application of thefuzzy set theory in the estimation of
structural damage isdescribed.
Keywords: fuzzy set, estimation, damage, structure
- Type of paper
: Paper in proceedings
Title: safety degree of damaged structures determined by the
"Fuzzy reliability" method
- Authors:
- Milčić, Vuk (31311)
- Androić, Boris (590)
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1992
Pages: from 87 to 99
Meeting: Radni sabor Graditelji u obnovi Hrvatske
Held: from 06/25/92 to 06/27/92
Summary: The paper presents a method to determine remaining safety
degreeof damaged structures with the "fuzzy reliability" method,
sincestandard probabilistic methods are not applicable in suchstructures.
The procedure is based on a combination of damageassessment with expert
linguistic expressions and "fuzzy set"theory. The remaining safety degree
is obtained and expressedwith failure probability of the damaged structure.
An algorithmsuch a procedure is introduced, thus providing for a
practicalpplication of this method on bearing structures damaged by warin
Croatia.
Keywords: remaining safety degree, damage, structure, "fuzzy reliability" method, war, algorithm
- Type of paper
: Paper in proceedings
Title: Fatigue damages on structures
- Authors:
- Jurić, Smiljan (62326)
- Androić, Boris (590)
Proceedings title: Mostovi
Language: hrvatski
Place: Beograd, YU
Year: 1991
Pages: from 194 to 198
Meeting: IX kongres Saveza društava građevinskih konstruktora Jugoslavije
Held: from 04/09/91 to 04/12/91
Summary: Comparing the nummerich analyses results and discovered
fatiguecracks on bridges provide us possibility for structures
sufferingfatigue cracking. Next step is equlisation of risk level
fordifferent detail categories.
Keywords: demage, fatigue, bridge, risk, categorie, detail
- Type of paper
: Paper in proceedings
Title: Theoretical analysis of probability failure staticaly
indeterminate structural systems
- Authors:
- Dujmović, Darko (113674)
- Milčić, Vuk (31311)
- Androić, Boris (590)
Proceedings title: Teoretska i eksperimentalna istraživanja i opća razmatranja
Language: hrvatski
Place: Beograd, YU
Year: 1991
Pages: from 173 to 178
Meeting: IX kongres Saveza društava građevinskih konstruktora Jugoslavije
Held: from 04/09/91 to 04/12/91
Summary: In this paper principle of reliability systems are
considered.Estimate of probability of failure is shown on the sample.
Keywords: analysis, probability failure, statical, indeterminate, system, reliability
- Type of paper
: Paper in proceedings
Title: Safety degree of elastic composite systems
- Authors:
- Androić, Boris (590)
- Milčić, Vuk (31311)
- Mujkanović, Nijaz (189254)
Proceedings title: Teoretska i eksperimentalna istraživanja i opća razmatranja
Language: hrvatski
Place: Beograd, YU
Year: 1991
Pages: from 91 to 98
Meeting: IX kongres Saveza društava građevinskih konstruktora Jugoslavije
Held: from 04/09/91 to 04/12/91
Summary: The paper presents a review of the research of sandwich
panelssafety. A probabilistic procedure safety degree determination inthe
panel was made for various limit states. A comparision ismade between the
expected bearing capacity obtainedprobabilistically and the ultimate
bearing capacity obtainedexperimentally.
Keywords: safety, panel, probability, limit state, experiment
- Type of paper
: Paper in proceedings
Title: Models for calculation of risk and structural systems
safety
- Authors:
- Androić, Boris (590)
- Džeba, Ivica (93446)
Proceedings title: Simpozijum na Društvoto na gradežnite konstruktori na Makedonija
Language: hrvatski
Year: 1991
Pages: from 1 to 9
Meeting: Simpozijum na Društvoto na gradežnite konstruktori na Makedonija
Held: from 09/27/91 to 09/28/91
Summary: Determination and introduction of risk in the
engineeringpractice has to be done by the application of
probabilisticmethods of safety assessment. The paper presents risk and
safetydesign models of structural systems as a basic for decisionmaking in
safety theory.
Keywords: model, risk, safety, structure, system
- Type of paper
: Paper in proceedings
Title: Fracture mechanics and integrity of steel structures
- Authors:
- Banovac, Marijan (1984)
Proceedings title: Zbornik radova
Language: hrvatski
Year: 1992
Pages: from 231 to 242
Meeting: Međunarodno savjetovanje Materijali i zavarivanje u naftnim i petrokemijskim postrojenjima
Held: from 11/19/92 to 11/20/92
Summary: Structural integrity design comprises also analysis
offractomechanical properties of material, aim being to defineconditions of
stability of a crack-alike defect in a given memberof steel structure. In
the paper, a quantitative method forcalculating such conditions, using
fracto-mechanic characteristicvalues KId and NDT is presented.
Keywords: fracture mechanic, steel, design
- Type of paper
: Paper in proceedings
Title: Extremal loading of highway bridge analysed by
probabilistic approach
- Authors:
- Milčić, Vuk (31311)
- Tanović, Rusmir
Proceedings title: Mostovi
Language: hrvatski
Place: Zagreb
Year: 1991
Pages: from 95 to 112
Meeting: Prvi znanstveni kolokvij Mostovi
Held: from 06/20/91 to 06/22/91
Summary: Prior to acceptance of international regulations
andrecommendations for load bearing structures a scientific researchaimed
at checking whether they are applicable to Yugoslav localpractice and
conditions of use and construction of civilengineering structures should be
carried out.
Keywords: bridge, traffic, loading pattern, standard loading pattern, quantile, probabilistic
- Type of paper
: Paper in proceedings
Title: Basis of a recent safety verification of bearing
structures
- Authors:
- Milčić, Vuk (31311)
Proceedings title: Simpozium na Društvoto na gradežnite konstruktori na Makedonija
Language: hrvatski
Place: Skopje, Makedonija
Year: 1991
Pages: from 1 to 8
Meeting: Simpozijum na Društvoto na gradežnite konstruktori na Makedonija
Held: from 09/27/91 to 09/28/91
Summary: The paper presents a basis of a recent safety verification
ofbearing structures which also servesas a basis for the proposalof
technical regulations compiled by international associationsin charge of
codification of design activity in preventing thebearing capacity failure.
The basis consists of the so-calledsemiprobabilistic method, which remains
formally deterministic,but partial safety coefficients introduce a
probabilistic.
Keywords: basis, safety verification, regulation, bearing failure, semiprobabilistic, deterministic, probabilistic
- Type of paper
: Paper in proceedings
Title: Durability of an orthotropic plate as an element of a
bridge structural system
- Authors:
- Androić, Boris (590)
- Jurić, Smiljan (62326)
Proceedings title: Mostovi
Language: hrvatski
Place: Zagreb
Year: 1991
Pages: from 341 to 347
Meeting: Prvi znanstveni kolokvij Mostovi
Held: from 06/20/91 to 06/22/91
Summary: Durability of an ortotropic plate as an element of a
bridgestructural system is a problem which is still not
adequalityresearched. The results point to the fact the durability of
theplate is shorter ther durability of the other elements and that,from the
fatigue aspect it can be a critical element in thestructural system of the
bridge.
Keywords: durability, ortotropic, plate, bridge, fatigue
- Type of paper
: Paper in proceedings
Title: Metode proračuna posmičnih polja - probabilistička analiza
- Authors:
- Androić, Boris (590)
- Dujmović, Darko (113674)
Proceedings title: Attualita e prospettive della costr. in acciaio italiana in Europa e nel mondo
Language: engleski
Place: Milano, Italija
Year: 1993
Pages: from 63 to 74
Meeting: Giornate italiane della costruzione in acciaio
Held: from 10/24/93 to 10/27/93
Summary: There are many engineering methods to evaluate the
sheardiaphragm derived from light gaguge cold-formed trapezoidalsheets.
This paper analyzes the most commonly used methods. TheEUROCODE
recommendations point to the application of the'recognized methods'. The
paper evaluates the methods accordingto the SCHardt/Strehl and Bryan/Davies
probabilistic procedure.This provides the basis to compare the achieved
safety degreeexpressed by safety index.
Keywords: skin diaphragm, probabilistic, cold-formed, trapezoidal sheet, model, safety index
- Type of paper
: Paper in proceedings
Title: Probabilistic reliability Analysis of structures in
structural engineering by means of program package STRUREL
- Authors:
- Dujmović, Darko (113674)
- Androić, Boris (590)
- Džeba, Ivica (93446)
- Petrović, Hrvoje
Proceedings title: Zbornik radova
Language: hrvatski
Place: Zagreb
Year: 1993
Pages: from 155 to 158
Meeting: CAD FORUM 93, 4. međunarodni skup o razvoju i primjeni kompjutorskih sustava Integracija novih tehnologija, GIS arhitektura dizajn mediji, Zagreb, Croatia
Held: from 05/12/93 to 05/16/93
Summary: The state-of-the-art of reliability methods for
structuralengineering is evaluated. Applications of the computional
methodswithin structural systems are discussed. The new program
packageSTRUREL is designed to facilitate direct structural
reliabilityanalyses as well as an appropriate analysis of data. It
isdesigned to run under and in conjuction with other codes, e.g.Finite
Element Codes.
Keywords: reliability, structural system, structure, computational method, program package, STRUREL
- 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 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 the displacement andstress
analysis necessary in all structures, the problems of formfinding and
cutting pattern are pointed out.
Keywords: analysis, pre-stressed structure, form
- Type of paper
: Paper in proceedings
Title: Fuzzy optimatization problems
- Authors:
- Pauše, Željko (35214)
- Androić, Boris (590)
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1993
ISBN/ISSN: 953-6175-02-9
Pages: from 57 to 60
Meeting: Drugi radni sabor Graditelji u obnovi Hrvatske
Held: from 10/13/93 to 10/15/93
Summary: In this paper the differences between classical
optimizationproblem are described. It is given an example of the
optimaldesign of simple beam with application of the linear
programmingtheory, and then as fuzzy optimization problem.
Keywords: optimization, fuzzy, beam, linear programming
- Type of paper
: Paper in proceedings
Title: Cable bearing structures
- Authors:
- Dvornik, Josip (11083)
- Džeba, Ivica (93446)
- Dujmović, Darko (113674)
- Androić, Boris (590)
- 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 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 cables. The paper
presentscharactesristics in behaviour of such bearing structures.
Specialattention is maid to structural solutions regarding the stabilityof
the structure. An overview of characteristic types of cablebearing
ctructures is also given.
Keywords: structure, cable, system, type
- Type of paper
: Paper in proceedings
Title: Cable constructed long span roof 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 289 to 296
Meeting: Drugi radni sabor 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.
Keywords: structure, roof, span, cable
- Type of paper
: Paper in proceedings
Title: Indeksi sigurnosti spregnutih nosača za različite računske
modele otpornosti prema Eurocode
- Authors:
- Androić, Boris (590)
- Džeba, Ivica (93446)
- Jurić, Smiljan (62326)
Proceedings title: Attualita e prospettive della costr. in acciaio italiana in Europa e nel mondo
Language: engleski
Place: Milano, Italija
Year: 1993
Pages: from 75 to 86
Meeting: Giornate italiane della costruzione in acciaio
Held: from 10/24/93 to 10/17/93
Summary: The differences in safety indices of composite beams
usingvarious calculation resistance models according to Eurocode 4
arepresented. Simpler calculation models are quite suitable inpractical
applications. They result in the highest values of thesafety index, which
needs to be corrected to reflect the realbehavior of composite beams. A
short survey of preliminaryresults obtained by stuying safety indices of
composite beamsused in building construction in Croatia is presented.
Keywords: safety index, calculation model, Eurocode, composite beam
- Type of paper
: Paper in proceedings
Title: Safety problem in the future use of war-damaged bridges
- Authors:
- Milčić, Vuk (31311)
Proceedings title: Graditeljstvo u strategiji obnove i razvoja Republike Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1993
ISBN/ISSN: 953-96085-0-3
Pages: from 294 to 301
Meeting: Sabor hrvatskih graditelja '93, Graditeljstvo u strategiji obnove i razvoja Republike Hrvatske
Held: from 09/30/93 to 10/02/93
Summary: The problem of safety in the continued use of war-damaged
bridgesis formulated. The procedure for defining the remaining level
ofsafety with respect to the loss of bearing capacity is given and specific
risks incurred in case of continued use of damaged andpartly repaired
structures are defined. Practical resultsobtained by estimating remaining
safety of teh damaged mainbearing structure of a large span bridge are also
presented. Thedescribed procedure is ilustrated by the above mentioned
example.
Keywords: safety, bridge, level of safety, loss of bearing capacity, repaired structure, risk
- Type of paper
: Paper in proceedings
Title: Scientific approach to reconstruction of war-damaged
bridges
- Authors:
- Milčić, Vuk (31311)
- Androić, Boris (590)
- Pauše, Željko (35214)
- Džeba, Ivica (93446)
- Dujmović, Darko (113674)
- Editors
- Radić, Jure
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-6175-04-5
Pages: from 81 to 88
Meeting: Treći radni sabor Graditelji u obnovi Hrvatske
Held: from 10/13/94 to 10/15/94
Summary: War damages have caused a great number of destroyed,
damaged or unusable bridges. Reconstruction of communications is the
primary post-war task. The optimum solution and priorities in the
reconstruction of a bridge can no longer be based on voluntaristic
approach. The essence of this method based on mathematical operations with
"fuzzy numbers" is presented here with a view of applying it in the
reconstruction of war-damaged bridges in this country.
Keywords: reconstruction, bridge, war, damage, fuzzy numbers
- Type of paper
: Paper in proceedings
Title: Design of tensegrity structural systems
- Authors:
- Dujmović, Darko (113674)
- Dvornik, Josip (11083)
- Androić, Boris (590)
- Džeba, Ivica (93446)
- Editors
- Radić, Jure
Proceedings title: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-6175-04-5
Pages: from 419 to 424
Meeting: Treći radni sabor Graditelji u obnovi Hrvatske
Held: from 10/13/94 to 10/15/94
Summary: Basic ideas of specific space systems, known as tensegrity
systems are presented. Their distinctive feature is displayed by the
complexity of their geometry and by the bearing capacity function, and it
results in a specific mechanical behaviour.
Keywords: idea, design, tensegrity system
- Type of paper
: Paper in proceedings
Title: Influences of basic variables quantification on stud
connectors safety
- Authors:
- Džeba, Ivica (93446)
- Markulak, Damir
- Editors
- Radić, Jure
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 construction have been studied.
Statical system of composite beams is a simple beam. Cross section is made
of steel rolled I-beam and concrete flange with stud connectors. The paper
analyzed the sensibility of each basic variables.
Keywords: composite beam, stud connector, safety
- Type of paper
: Paper in proceedings
Title: Korekcija linija izvijanja za bočno nepridržane nosače s
novim koeficijentom imperfekcija
- Authors:
- Selimbegović S., Marta
- Androić, Boris (590)
Proceedings title: Eleventh Danubia-Adria Symposium on Experimental methods in Solid Mechanics
Language: engleski
Place: Beč, Austrija
Year: 1994
Pages: from 123 to 125
Meeting: Eleventh Danubia-Adria Symposium on Experimental methods in Solid Mechanics
Summary: From the experimental results of 348 laterally unsupported
rolled beams, the new coefficient of imperfections alpha is evaluated,
which is used in well-known Ayrton-Perry formula, by non-linear regression
analysis. The tests, taken from Numerical Data Base of Steel Structures,
are used.
Keywords: buckling curve, coefficient of imperfections, tests
- Type of paper
: Summary in proceedings
Title: Ovješeni most oštećen u ratu - preostali stupanj
sigurnosti
- Authors:
- Milčić, Vuk (31311)
- Androić, Boris (590)
- Džeba, Ivica (93446)
- Dujmović, Darko (113674)
Proceedings title: Cable-stayed and suspension bridges
Language: engleski
Place: Bagneux, Francuska
Year: 1994
ISBN/ISSN: 0761-3458
Pages: from 569 to 570
Meeting: International Conference A.I.P.C.-F.I.P. Cable-stayed and suspension bridges
Held: from 10/12/94 to 10/15/94
Summary: During the war in Croatia, a suspension bridge was heavily
damaged. Since it was impossible to apply the standard procedure to
determine the bearing capacity, the damaged main bearing cables were tested
for the remaining reliability degree by means of a new method called "fuzzy
reliability".
Keywords: suspension bridge, damage, war, safety degree
- Type of paper
: Ph.D.
Title: Probability of failure highway bridges due to fatigue
Faculty: Građevinski Zagreb
Date of defense: 03/06/92
Language: hrvatski
Number of pages: 267
Summary: This paper deals with reliability bridges in view of
fatigue ofsteel girders under our traffic loading conditions.
Aprobabilistic approach, i.e. the so called Level II Method hasbeen
employed. Obtained results on accomplished safety indicescan be applied in
necessary codification of issue of fatigue ofhighway bridges in our
country.
Keywords: highway bridge, probability of failure, fatigue, probabilistic, basic variable, safety index, codification
- Type of paper
: M.A.
Title: The determination of achieved safety indices of composite
beams in multi-storey buildings
Faculty: Građevinski Zagreb
Date of defense: 02/04/93
Language: hrvatski
Number of pages: 102
Summary: The modification of the standard procedure of the safety
indexcalculation for composite beams is studied. Analysis of therealized
safety indices in Croatia for four different purposes inbuilding
construction have been performed: residential quarters,office space,
customer space in department stores, storage spacein department stores.The
relates to the mean values, while thelowest values of the safety indices do
not even meet therecommendations for structures class I.
Keywords: composite beam, multi-storey building, safety index, calibration, structures class, purposes, ultimate limit state
- Type of paper
: Mentorship
Title: The determination of achieved safety indices of composite
beams in multi-storey buildings
Faculty: Građevinski Zagreb
Date of defense: 02/04/93
Number of pages: 102
Author: Džeba Ivica
Degree level: M.A.
- Type of paper
: Mentorship
Title: Probability of failure highway bridges due to fatigue
Faculty: Građevinski Zagreb
Date of defense: 03/06/92
Number of pages: 267
Author: Tanović dr Rusmir
Degree level: Ph.D.
