- Type of paper
: Book
Title: STRENGTH OF MATERIALS I
- Authors:
- Šimić, Vicko (46795)
- Editors
- Čolić, Želimir
- Sabolek, Željka
Publisher: Školska knjiga Zagreb
ISBN: 86-03-00531-1
Year: 1992
Number of pages: 520
Number of references: 33
Language: hrvatski
Summary: General suppositions and methods of calculations in
mechanics of solid deformable bodies are described. Stress
and strain analysis as well as mechanical properties of
engineering materials are given. Stress and strain analysis
and design methods of bars loaded axially, as well as bars
loaded in bending, twisting and pure shear are presented.
Among that the analysis of composite bars and bars made of
bilinear elastic material is given too. Analysis and design of
thin walled pressure vessels is given.
Keywords: strength, elastic material, isotropic material, plasticity, internal forces, stress tensor, strain tensor, stress trajectories, stress concentration, thermal stresses, factor of safety, moment of inertia, section modulus, tension, compression, torsion of bar, bending of beam, homogeneous bar, composite bar, Prandtl's membrane analogy
- Type of paper
: Book
Title: STRENGTH OF MATERIALS II
- Authors:
- Šimić, Vicko (46795)
- Editors
- Čolić, Želimir
- Sabolek, Željka
Publisher: Školska knjiga Zagreb
ISBN: 953-0-30694-6
Year: 1995
Number of pages: 592
Number of references: 49
Language: hrvatski
Summary: The book consists of ten chapters. Described are the
statically undertermined structures, the theories of failure, combined
stresses, the theory of curved beams, the energy theorems and theirs
application, buckling phenomena, the theory of thin-walled bars of open
cross section, the basic calculations of structures based on limit state
design as well as the mechanical properties ofmaterials including rheology
and fracture mechanics. To this, the experimental method for obtaining
stresses and deformation are included.
Keywords: statically undertermined structures, theoris of failure, curved beam, energy theorem, buckling, thin-walled bar, limit disign, mechanical properties of materials, rheology, fracture mechanics, experimental methods
- Type of paper
: Paper in journal
Title: Experimental Investigations on Maslenica Bridge
- Authors:
- Krolo, Joško (93483)
- Herceg, Ljudevit (15631)
Journal: GRAĐEVINAR
Number: 2
ISSN: 0350-2465
Volume: 44
Year: 1992
Pages: from 73 to 79
Number of references: 5
Language: hrvatski
Summary: Investigation works undertaken in order to assess the
condition
of the structure before and after the completed renewal are
presented. Particular attention was given to the determination
of the dynamic parameters of the structure when subjected to
dynamic excitation by real traffic and wind loading.
Investigations preceding the renewal served as the basis for
the renewal design preparation. Besides the above investigations,
investigations to partial loading were also carried out.
Keywords: experimental investigation, bridge, structural condition, renewal, dynamic parameter, traffic loading, renewal project
- Type of paper
: Paper in journal
Title: Effect of Local Plasticity on Seismic Analysis of Coupled
Shear Walls
- Authors:
- Rak, Mladenko (40120)
Journal: GRAĐEVINAR
Number: 9
ISSN: 0350-2465
Volume: 45
Year: 1993
Pages: from 517 to 522
Number of references: 10
Language: hrvatski
Summary: Method of determining effect of local plasticity on seizmic
loading of lower coupled shear walls with symmetrically row
of openings is presented. This method is based on collapse
mechanism with plastic hingers at boath ends of the coupling
beams along the whole height of the wall and elastic behaviour
of colums. Adventage of this method is an simplicity of
mathematics model and possibility of general solution of thewalls with more
row of openings.
Keywords: shear walls, local plasticity, reinforced concrete wall, seizmic loading, beam, column, collapse mechanism
- Type of paper
: Paper in journal
Title: Anti-vibration Insulation of Industrial Plant
- Authors:
- Šimunić, Želimir
- Pičulin, Srećko (75334)
- Krolo, Joško (93483)
Journal: GRAĐEVINAR
Number: 1
ISSN: 0350-2465
Volume: 44
Year: 1992
Pages: from 13 to 22
Number of references: 16
Language: hrvatski
Summary: Design factors of dynamically loaded industrial facilites
are analysed and the design and repair of their
foundations presented. Theoretical and experimental analysis
enabled comprehensive and optimal solving of such
engineering tasks, which is shown on an example of a timber
debarking mill. The executed repair increased the safety of
the structure against the action of long-term loading
and ewtended the service life of foundations and the whole plantitself.
Keywords: industrial plant, dynamic loading, design, repair, structural safety, costs, maintenance
- Type of paper
: Paper in journal
Title: Method of Complex Variable in Thermoelasticity
- Authors:
- Šimić, Vicko (46795)
Journal: GRAĐEVINAR
Number: 12
ISSN: 0350-2465
Volume: 46
Year: 1994
Pages: from 741 to 747
Number of references: 11
Language: hrvatski
Summary: The author shows that the method of complex variable may be
used to reduce plane problems in quasi-static thermoelasticity to plane
problems of the isothermal theory of elasticity, i. e. to the determination
of two complex potential. Numerical realization of this procedure is
illustrated by the example of a concrete support strip in the state of
plane strain. For the present load and stationary temperature range,
complex potentias are determined on the basis of boundary conditions using
the least-squares method. The complex potentials are then to displacement
and stress field.
Keywords: quasi-static thermoelasticity, isotherm elastic theory, function of a complex variable, complex potentials
- Type of paper
: Paper in journal
Title: The Analysis of the Results Obtained by Measuring the
Shifts of the Bridge over "Pazinska jama"
- Authors:
- Kapović, Zdravko
- Rak, Mladenko (40120)
- Herceg, Ljudevit (15631)
- Ratkajec, Marijan
Journal: GEODETSKI LIST
Number: 4
ISSN: 0016-710X
Year: 1994
Pages: from 361 to 368
Number of references: 10
Language: hrvatski
Summary: The paper describes the theoretical analysis of the bridge
over "Pazinska jama" wich is to be basis of the method worked on for the
purpose of determing the shifts deformations of the mentioned object during
the trial examination.
Keywords: bridge, static testing, dynamic testing, displacements, strain, response structure, fundamental frquency
- Type of paper
: Paper in proceedings
Title: Experimental Dynamic Method for Estimating the State of
Bulidings
- Authors:
- Herceg, Ljudevit (15631)
- Editors
- Radić, Jure (77404)
Proceedings title: Zbornik radova Radnog sabora: Graditelji u obnovi Hrvatske, knjiga II
Language: hrvatski
Place: Zagreb
Year: 1992
Pages: from 67 to 72
Meeting: Radni sabor: Graditelji u obnovi Hrvatske
Held: from 06/25/92 to 06/27/92
Summary: In this paper a rather simple and very practical method
is shown how to a real state of a structure can be described
with its dynamic characteristics. During a recent period
dynamic characteristic of many important structures were
determined experimentaly. With the help of the method
described in this paper it will be posible to estimate
the extent of the damage and what is the first step
that must be taken before reconstruction.
Keywords: experimental dynamic method, building state, dynamic parameter, deterministic excitation, stohastic excitation, renewal
- Type of paper
: Paper in proceedings
Title: Experimental Dynamic Investigation in Constructions
Behavior Evaluation
- Authors:
- Herceg, Ljudevit (15631)
- Editors
- Radić, Jure (77404)
- Mervar, Milivoj
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 43 to 47
Meeting: Drugi radni sabor: Graditelji u obnovi Hrvatske
Held: from 10/13/93 to 10/15/93
Summary: The fundamentals of general approach to construction
dynamic parameters as indicators of real construction
behavior in exploatation, are investigated. The construction
behavior cheching, through defined time interval monitoring
as a part of organized investigations, gives conditions
parameters forming together data base of real construction
behavior.
Keywords: experimantal dynamic investigation, structural condition, dynamic parameter, function of correlation, spectral density
- Type of paper
: Paper in proceedings
Title: Experimental and Examination Works on the Maslenica Bridge
Structure after Reconstruction
- Authors:
- Herceg, Ljudevit (15631)
- Krolo, Joško (93483)
- Editors
- Radić, Jure (77404)
Proceedings title: Zbornik radova prvog znanstvenog kolokvija "Mostovi"
Language: hrvatski
Place: Zagreb
Year: 1991
Pages: from 349 to 357
Meeting: Prvi znanstveni kolokvij "Mostovi"
Held: from 06/20/91 to 06/22/91
Summary: Experimental and examination works have been carried out on
the structure of the Maslenica bridge so as to assess the
actualstate after reconstruction. For this porpose, the bridge
has been partially test-loaded. Special attention has been
given to the determination of the dynamic parameters of the
structure and its elements when subjected to the dynamic
loading by traffic and wind. The paper described these
investigations and present the results.
Keywords: experimental investigation, bridge, structural condition, renewal, dynamic parameter, traffic loading
- Type of paper
: Paper in proceedings
Title: Actual Problems of Engineering Structures Modelling
- Authors:
- Crnogorac, Milan (23453)
- Kopričanec-Matijevac, Ljerka (13412)
- Editors
- Radić, Jure (77404)
Proceedings title: Zbornik radova Radnog sabora: Graditelji u obnovi Hrvatske, knjiga I
Language: hrvatski
Place: Zagreb
Year: 1992
Pages: from 37 to 42
Meeting: Radni sabor: Graditelji u obnovi Hrvatske
Held: from 06/25/92 to 06/27/92
Summary: The engineering modelling is analysed through an example of
areinforced concrete structure. The general principle adopted isas follows:
engineering design and modelling here and now, takingin consideration the
state of hardware and software. The
concept of partial modelling of complex structures is presented.It can
successfully be used when sophisticated software of highquality with well
organized output is not available.
Keywords: engineering modelling, partial modelling, reinforced concrete building, hardwar, softwar, engineering design, expert system
- Type of paper
: Paper in proceedings
Title: Reconstruction of the Building "Zrinjevac 14 and 15" on
Nikola Šubić Zrinjski Square in Zagreb
- Authors:
- Crnogorac, Milan (23453)
- Anđelić, Milutin (430)
- Kopričanec-Matijevac, Ljerka
- Editors
- Radić, Jure (77404)
- Mervar, Milivoj
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 251 to 258
Meeting: Drugi radni sabor: Graditelji u obnovi Hrvatske
Held: from 10/13/93 to 10/15/93
Summary: Design and reconstruction problems of two brick-wall
buildings, damaged by an explosion are presented in
the article. The design of these reconstructions
also included the structural safety checks of
the whole structures, especially with respect to
earthquake. Arhitectural and structural devastations
incurred during previous uncontrolled adaptations
are pointed out.
Keywords: renewal, building, explosion, renewal project, structural safety, earthquake
- Type of paper
: Paper in proceedings
Title: Experimental Investigations on Suspension Pedestrain
Bridge in Osijek
- Authors:
- Krolo, Joško (93483)
- Herceg, Ljudevit (15631)
- Editors
- Radić, Jure (77404)
- Mervar, Milivoj
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 469 to 474
Meeting: Drugi radni sabor: Graditelji u obnovi Hrvatske
Held: from 10/13/93 to 10/15/93
Summary: Investigation work undertaken in order to assess the
condition
of the structure before and after the completed renewal are
presented. Particular attention was given to the determination
of the dynamic parameters of the structure when subjected to
dynamic excitation by real traffic and wind loading. Expect
this investigations it is done investigation of values force
in cables after its changing by shell damage.
Keywords: experimental investigation, bridge, structural condition, renewal, dynamic parameter, traffic loading, cabel
- Type of paper
: Paper in proceedings
Title: A Theoretical and Experimental Analysis of a Column-Beam
Corner Joint in Prefab RC Structures
- Authors:
- Kopričanec-Matijevac, Ljerka (13412)
- Šimić, Vicko (46795)
- Herceg, Ljudevit (15631)
- Editors
- Perišić, Života
Proceedings title: Zbornik radova IX kongresa SDGKJ - knjiga T-51
Language: hrvatski
Place: Beograd, SR Jugoslavija
Year: 1991
Pages: from 1 to 6
Meeting: IX Kongres Saveza društava građevinskih konstruktera Jugoslavije
Held: from 04/09/91 to 04/12/91
Summary: In prefabricated reinforcement structures a set of
different prefabricated items are joined into a solid
construction. The stability and the bearing capacity of
those structures should be investigated theoretically and
by experimentations. Here is shown a theoretical and
experimental analysis of a corner joint, joining the
prefabricated RC column and the prestressed RC roof beam
of a two way sloped, one by 30,0 m span hall.
Keywords: experimental analysis, prefabricated reinforcement structure, column, beam, bearing capacity, stability, corner joint
- Type of paper
: Paper in proceedings
Title: Influence of Agregate and Matrix Toughness Ratio on
Compression Strength of Concrete
- Authors:
- Mavar, Krunoslav
- Ukrainczyk, Velimir (51054)
- Rak, Zvonko (89703)
- Krolo, Joško (93483)
- Editors
- Perišić, Života
Proceedings title: Zbornik radova IX kongresa SDGKJ - knjiga T-61
Language: hrvatski
Place: Beograd, SR Jugoslavija
Year: 1991
Pages: from 57 to 60
Meeting: IX Kongres Saveza društava građevinskih konstruktera Jugoslavije
Held: from 04/09/91 to 04/12/91
Summary: The new model of concrete code proscribes a unified ratio
for compressive strength on standardised cylinder and cube
specimens. Experimental investigations on Bekhme site (Iraq)
obtained a conversion coefficient which significiantly
differed from the proposed one. In order to explane such
results we made certain numerical model investigations of
toughness ratio of aggregate and matrix respectively.
Keywords: agregate, concrete, compression strength, standardised cylinder, standardised cube, experimental investigation, numerical model
- Type of paper
: Paper in proceedings
Title: Prefabricated Concrete Systems in Function of Quick and
Duration Building
- Authors:
- Rak, Mladenko (40120)
- Šturm, Danilo
- Editors
- Radić, Jure (77404)
Proceedings title: Zbornik radova Radnog sabora: Graditelji u obnovi Hrvatske, knjiga I
Language: hrvatski
Place: Zagreb
Year: 1992
Pages: from 345 to 350
Meeting: Radni sabor: Graditelji u obnovi Hrvatske
Held: from 06/25/92 to 06/27/92
Summary: Three prefabricated concrete systems "DOM 101", "VELAK" and
"VEMONT" from Vegrad's production are presented. Systems
enables an industrialised production, quick erection,
flexibility of spans and heights, an universal adaptability
to architecturral, climatic and seismic conditions. The different
applications in residential building, industrial halls, offices,
school house, shops and busines centres etc.
Keywords: prefabricated concrete system, building, industrial hall, industrial production, concrete
- Type of paper
: Paper in proceedings
Title: Some Guidelines for Evaluation of the State of Existing
Buildings
- Authors:
- Šimić, Vicko (46795)
- Editors
- Radić, Jure (77404)
- Mervar, Milivoj
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 35 to 42
Meeting: Drugi radni sabor: Graditelji u obnovi Hrvatske
Held: from 10/13/93 to 10/15/93
Summary: Shown are some possibilities of the use of acoustic methods
in nondestructive testings of the resistance and homogeneities
of built in concrete, defects and fissures in concrete, the
destruction of concrete surfaces, as well as in investigation
of the state of various two layered structures used in the
road, highway and runway structures and tunnel linings. This
all in the view of the evaluation of the usability and
serviceability of existing structures.
Keywords: acoustic method, nondestructive testing, building state, concrete, strenght, homogeneity, defect, crack
- Type of paper
: Paper in proceedings
Title: Forming of the Capitel of Columns in the Two Way Flat Slab
System
- Authors:
- Krolo, Joško (93483)
- Šimić, Vicko (46795)
- Editors
- Radić, Jure (77404)
Proceedings title: Zbornik radova Radnog sabora: Graditelji u obnovi Hrvatske, knjiga II
Language: hrvatski
Place: Zagreb
Year: 1992
Pages: from 165 to 170
Meeting: Radni sabor: Graditelji u obnovi Hrvatske
Held: from 06/25/92 to 06/27/92
Summary: The two way flat slab system used in multistory
buildings have some appreciable adventages compared
to the beam slab system.
On the basis of theoretical investigations of the stress
fields we have examined the optimal column's capitel form
in the two way flat slab system, for the practical
engineering use.
Keywords: column, plate, column capitel, building, optimal form, forming
- Type of paper
: Paper in proceedings
Title: Computer Analysis of Stresses in the Joint Between Plate
and Column
- Authors:
- Šimić, Vicko (46795)
- Krolo, Joško (93483)
- Editors
- Dvornik, Josip (11083)
Proceedings title: Zbornik radova Simpozija: Kompjuter u obnovi Hrvatske - PRG'92
Language: hrvatski
Place: Zagreb
Year: 1992
Pages: from 299 to 306
Meeting: Simpozij: Kompjuter u obnovi Hrvatske - PRG'92
Held: from 05/13/92 to 05/15/92
Summary: There are definitive adventages in using RC floor flat
slabs supported by columns in the typical floor design of
multystorey RC buildings. In this work is shown the analysis
of the stress distribution in the joints between the plate
and columns entity with special consideration to the
shearing stresses depending of the column capitel's form.
The analysis was done by using FE method by use of the ICES
STRUDL2 program. The 3D elements as well as the bending
element have been used.
Keywords: column, plate, reinforced concrete, column capitel, building, finite element method, Ices Strudl2 program
- Type of paper
: Paper in proceedings
Title: Acoustic Diagnosis iv Civil Engineering
- Authors:
- Šimić, Vicko (46795)
- Editors
- Krstelj, Vjera
Proceedings title: Zbornik radova: Međunarodno savjetovanje KBR u sustavu kvalitete
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-96225-0-6
Pages: from 341 to 349
Meeting: Međunarodno savjetovanje KBR u sustavu kvalitete
Held: from 06/16/94 to 06/17/94
Summary: In this paper are shown some possibilities of the use of
acoustic
diagnosis of the already built-in concrete quality grading in multi-layer
concrete structures from the aspect of the existing structures grading
state.
Keywords: acoustic methods, nondestructive testings, quality of concrete, strength, homogeneity, defect, crack
- Type of paper
: Paper in proceedings
Title: Dynamic Methods Investigations on Large Civil Engineering
Constructions
- Authors:
- Herceg, Ljudevit (15631)
- Editors
- Krstelj, Vjera
Proceedings title: Zbornik radova: Međunarodnog savjetovanja KBR u sustavu kvalitete
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-96225-0-6
Pages: from 329 to 339
Meeting: Međunarodno savjetovanje KBR u sustavu kvalitete
Held: from 06/16/94 to 06/17/94
Summary: The fundamental of methods investigations constructios
dynamic parameters as indicators of real constructions behaviour. The
constructions characteristics are expressed through the fundamental dynamic
parameters for each mode shape, and through real values of dynamic
increment and modal coeficients. Dynamic parameter analyses is given from
input excitations and response of the structure in time and freqency domain
that is basic for functions correlation, sprectal density, transfer
function and frequency response function.
Keywords: dinamic methods investigations constructions, dinamic parameters, real construction behavior
- Type of paper
: Paper in proceedings
Title: Application Nondestructive Method on Civil Engineering
Structures
- Authors:
- Herceg, Ljudevit (15631)
- Rak, Mladenko (40120)
- Krolo, Joško (93483)
- Editors
- Krstelj, Vjera
Proceedings title: Zbornik radova: Međunarodno savjetovanje KBR u sustavu kvalitete
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-96225-0-6
Pages: from 359 to 372
Meeting: Međunarodno savjetovanje KBR u sustavu kvalitete
Held: from 06/16/94 to 06/17/94
Summary: Nondestructive method have very significated place in
testing of civil engineering structures. Bridges, krain girders, heigh
towers, roof of special structures, prefabricated sistems and soon, must be
tested before explaitation. This method we used as static and dynamic
structure, during building, after building and in explaitation. The results
of testing have been comparated with theoretical values and given finaly
conslusion about of stability and state of structures.
Keywords: nondestructive method, civil engineering structures, testing, static, dynamic, stability, state
- Type of paper
: Paper in proceedings
Title: Real State Estimate of Constructiona in the Emergency
Circumstance
- Authors:
- Herman, Krešimir (15721)
- Editors
- Krstelj, Vjera
Proceedings title: Zbornik radova: Međunarodno savjetovanje KBR u sustavu kvalitete
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-96225-0-6
Pages: from 351 to 358
Meeting: Međunarodno savjetovanje KBR u sustavu kvalitete
Held: from 06/16/94 to 06/17/94
Summary: The paper proposes the methods for determining both the
real material properties and the safety state of the reinforced concrete
structures damaged by war and natural disasters. The essential data for
reconstruction of damaged structures gives ultrasonic investigations with
correlation of experimental research.
Keywords: ultrasonic investigations, damaged structures, reinforced concrete, reconstruction
- Type of paper
: Paper in proceedings
Title: Testing Bridge over "Pazin's Pit"
- Authors:
- Rak, Mladenko (40120)
- Herceg, Ljudevit (15631)
- Dekanović, Đuro
- Kapović, Zdravko
- Editors
- Radić, Jure (77404)
Proceedings title: Zbornik radova: Trećeg radnog sabora: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-6175-04-5
Pages: from 111 to 117
Meeting: Treći radni sabor: Graditelji u obnovi Hrvatske
Held: from 10/13/94 to 10/15/94
Summary: Testing bridge over "Pazin's pit" is peformed accordingly
regulations wich treat this problems. Static and dynamic testing are
performed accordingly presented program of testing. Displacements, strains
and dynamic responce of structure are measured under static and dynamic
load. The results of measurements are god agree with theoretical, and they
are stored in data base as initial parameters in evaluation of structure
state during exploitation.
Keywords: bridge, static testing, dynamic testing, displacements, strain, response structure, fundamental frequency
- Type of paper
: Paper in proceedings
Title: The Application of a Complex Variable Functions to the
Plane Problems of Thermoelasticity
- Authors:
- Šimić, Vicko (46795)
- Editors
- Sorić, Jurica
- Vranković, Nikola
Proceedings title: Zbornik radova 1. Kongresa Hrvatskog društva za mehaniku
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-96243-0-4
Pages: from 488 to 495
Meeting: 1. Kongres Hrvatskog društva za mehaniku
Held: from 09/14/94 to 09/17/94
Summary: In this paper is shown that the plane problem of the
thermoelasticity can be reduced to the plane problem of the isothermic
theory of elasticity by means of the complex variable
methods. In this case the problem is reduced to determination of two
holomorphic functions of a complex variable. The complex potentials then
can be determined from the boundary conditions by means of the least
squares method.
Keywords: function of a complex variable, thermoelasticity, isotherm elastic theory, holomorphic function of a complex variable, complex potentials
- Type of paper
: Paper in proceedings
Title: Design, Calculation and Modeling of Underground Structure
"Shopping Center and Garage Esplanade" in Zagreb
- Authors:
- Crnogorac, Milan (23453)
- Anđelić, Milutin (430)
- Kopričanec-Matijevac, Ljerka (13412)
- Editors
- Radić, Jure (77404)
Proceedings title: Zbornik radova trećeg radnog sabora: Graditelji u obnovi Hrvatske
Language: hrvatski
Place: Zagreb
Year: 1994
ISBN/ISSN: 953-6175-04-5
Pages: from 247 to 256
Meeting: Treći radni sabor: Graditelji u obnovi Hrvatske
Held: from 10/13/94 to 10/15/94
Summary: In this article problems of design, calculation and
modeling of underground structure constructed in the center of Zagreb have
been shown. This structure has three underground stories above which is
pedestrian square, green area and road. Because of plane area of the
structure (121 x 87 m) the process of a shrinkage, creep and temperature
have bad and high influence on design and construction. Problems of
permanent and temporary dilatation, protection of the excavation and
neighboring building have been pointed out.
Keywords: design, calculation, modeling, underground structure, shrinkage, creep
- Type of paper
: Ph.D.
Title: Estimate of Real Structural Condition Determining of the
Dynamic Parameters
Faculty: Građevinski fakultet Sveučilište u Zagrebu
Author: HERCEG LJUDEVIT
Date of defense: 12/16/93
Language: hrvatski
Number of pages: 199
Summary: The fundamentals of general approach to construction
dynamic parameters as indicators of real construction
behavior, are investigated. The construction
characteristics are expressed through the fundamental
dynamic parameters: frequency or period and damping
coefficient for each modal shapes, and through real values
of dynamic increment and modal coefficient.
Keywords: dynamic parameter, structural condition, frequency, period, damping coefficient, modal coefficient, dynamic increment
- Type of paper
: M.A.
Title: The Influence of Reinforcement on the Strength of the
Specimens which has been Extracted from the Structure
Faculty: Građevinski fakultet Sveučilište u Zagrebu
Author: KROLO JOŠKO
Date of defense: 06/18/91
Language: hrvatski
Number of pages: 78
Summary: It is frequently necessary to establish subsequently the
quality of cast concrete in RC structures.
Compressive strength of cast concrete is determined by
testing concrete cylindres extracted from the structure.
The paper considers the influence of reinforcement
contained in the cylinder wich has been extracted from
structure on the compressive strength of the cylinder.
The problem was theoreticcaly being solved applying
the FE method and experimentally on extracted samples.
Keywords: reinforced concrete structure, compressive strength, concrete, cylinder, cube, reinforcement, finite element method
- Type of paper
: Mentorship
Title: The Influence of Reinforcement on the Strength of the
Specimens which has been Extrated from the Structure
Faculty: Građevinski fakultet Sveučilište u Zagrebu
Mentor: ŠIMIĆ VICKO
Date of defense: 06/18/91
Number of pages: 78
Author: Krolo Mr., znanstveni asistent Joško
Degree level: M.A.
- Type of paper
: Manuscript
Title: Establishing the Whole Stresses in Structures Using
Acoustic Method
- Authors:
- Šimić, Vicko (46795)
Language: hrvatski
Summary: The whole stresses in the structure consists of the
permanent and variable part of the stresses. The permanent stress could be
established by using samples from the structure, by releasing local
stresses or by non-destructive testing. Such a non-destructive method is
the acoustic method based on the low of ultrasound wave spreading in solid
bodies. Here is shown the establishing of principal stresses in structures
on the basis of longitudinal and transversal ultrasound wave speed
measurements.
Keywords: whole sresses, permanent stress, variable stress, acoustic method, ultrasound, wave speed, longitudinal wave, transversal wave
Other: INTERNATIONAL CONFERENCE "KBR'95 - NDT" INSERVICE INSPECTION,
Organized by: Croatian Society for Non-Destructive Testin, Co-organized by:
Slovenian Society for Non-destructive Testing and Hungarian Society for
Non-Destructive Testing, (ur. V. Krstelj), Pula, October 05.-06. 1995.
Zbornik radova u tisku.
- Type of paper
: Manuscript
Title: The Testing of Real Behavior of Great Civil Engineering
Structures Subjected to Wind Loading
- Authors:
- Herceg, Ljudevit (15631)
- Krolo, Joško (93483)
- Rak, Mladenko (40120)
Language: hrvatski
Summary: The testing of great civil engineering structures subjected
to natural phenomena of wind loading is presented in these papers. From
structural response on input function we have found the elementary dynamic
parameters and evaluated the state of structure in exploatation. Some
examples of such testing are presented in these papers.
Keywords: testing civil engineering structures, wind loading, structure response, dynamic parameters, exploitation
Other: INTERNATIONAL CONFERENCE "KBR'95 - NDT" INSERVICE INSPECTION,
Organized by: Croatian Society for Non-Destructive Testing, Co-organized
by: Slovenian Society for Non-Destructive Testing and Hungarian Society for
Non-Destructive Testing, (ur. V. Krstelj), Pula, October 05.-06. 1995.
Zbornik radova u tisku.
- Type of paper
: Manuscript
Title: The Quality Control of Concrete Pavement Strucrures
- Authors:
- Šimić, Vicko (46795)
Language: hrvatski
Summary: The deterioration of the concrete pavement structure starts
during the exploitation under the traffic loads and the meteorological
conditions. The upper layer starts to crack and those are visible and
invisible cracks. The nondestructive testing results are shown, as well as
the obtained results on determination of the homogeneity and strenght,
defects and cracks in concrete, as well as the thickness of the degraded
surface layers in a two layered structure.
Keywords: pavement structures, traffic, concrete, acoustic method, strength, homogeneity, crack, defect, two layered structures
Other: PRVI HRVATSKI KONGRES O CESTAMA, organizator Hrvatsko društvo
za ceste "VIA-VITA", (ur. M. Sršen), Opatija, 23.-25. listopad 1995.
Zbornik radova u tisku.
- Type of paper
: Manuscript
Title: Modelling of the Framed Structures With Infill
- Authors:
- Šimić, Vicko (46795)
Summary: The experimental end theoretical examination of the thre
story frame-infill systems under horizontal load conditions is considered.
The frame structure have nine fields. The middle field is without infill
and the remaining eight are filled with plaster infill. Stress and strain
fields are determoned both, in the case of cracked and uncracked connection
between the frame and the infilled systems. Using results of the analysis,
simple static model is proposed. Due to simplicity, this model can be used
in every day engineering practice.
Keywords: three story frame, infill, horizontal load, crack, stress, strain, modelling, static model
Other: TWELFTH DANUBIA-ADRIA SYMPOSIOUM ON EXPERIMENTAL METHODS IN
SOLID MECHANICS, Organised by: Hungarian Scientific Society of Mechanical
Analysis (GTE), (ur. L. Borbas - Budapest), Sopron in Hungary, October
05.-07. 1995.
Zbornik radova u tisku.
- Type of paper
: Manuscript
Title: Nondestructive Testing for Assesing Wood Members in
Structures
- Authors:
- Saler, Vlatka (192402)
- Herceg, Ljudevit (15631)
Language: hrvatski
Summary: Nondestructive testing for assesing wood members in
structures, using mostyu transient excitation by impact or putting the
element out state of equilibrium is presented in these papers. Dynamic
parameters are found as element response on input function and used for
evaluation of dynamic values are solid base for assesing wood members in
structures.
Keywords: nondestructive testing, element response, transient excitation, dynamic parameters, wood members, evaluation quality
Other: INTERNATIONAL CONFERENCE "KBR'95 - NDT" INSERVICE INSPECTION,
Organised by: Croatian Society for Non-Destructive Testing, Co-organised
by: Slovenian Society for Non-Destructive Testing and Hungarian Society for
Non-Destructive Testing, (ur. V. Krstelj), Pula, October 05.-06. 1995.
Zbornik radova u tisku.
