- Type of paper
: Paper in journal
Title: Experimental Investigation 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: Anti-vibration Insulation of Industrial Plant
- Authors:
- Šimunić, Želimir (46905)
- 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: Efect of Local Plasticity on Seismic Analysis of Coupled
Shear Walls
- Authors:
- Rak, Mladenko (40120)
Journal: Građevinar
Number: 9
ISSN: 0350-2465
Volume: 44
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: The Analysis of the Results Obtained bz Measuring the
Shifts of Bridge over "Pazinska jama"
- Authors:
- Kapović, Zdravko (20114)
- Rak, Mladenko (40120)
- Herceg, Ljudevit (15631)
- Ratkajec, Marijan (169061)
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
Buildings
- 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 Dymamic Investigation in Construction
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 end Examination Works on the Maslenica Bridge
Structure after Reconstruction
- Authors:
- Herceg, Ljudevit (15631)
- Krolo, Joško (93483)
- Editors
- Radić, Jure (77404)
- Mervar, Milivoj
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 work 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: Experimental Investigation on Suspension Pedestrain Bridge
in Osijek
- Authors:
- Krolo, Joško (93483)
- Herceg, Ljudevit (15631)
- Editors
- Radić, Jure (77404)
- Mervar, Milivoj
Proceedings title: Drugi radni sabor: 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: 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 saabora: 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: A Theoretical and Experimental Analysis of a Column-Beam
Corner Joint in Prefab RC structures
- Authors:
- Krolo, Joško (93483)
- 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: Prefabricated Concrete System 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
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
Building
- 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: Real State Estimate of Constructions 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: Investigation on Large Civil Engineering Constructions
- Authors:
- Herceg, Ljudevit (15631)
- 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 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: Acoustic Diagnosis in 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: Testing Bridge over "Pazin's Pit"
- Authors:
- Rak, Mladenko (40120)
- Herceg, Ljudevit (15631)
- Dekanović, Đuro
- Kapović, Zdravko (20114)
- 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
: 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 dampung
coefficient for each modal shapes, and through real values
of dynamic increment and modal coefficient.
Keywords: dynamic parameter, structural condition, frequency, period, dampung coefficient, modal coefficient, dynamic increment
- Type of paper
: Ph.D.
Title: Influence of Thermal Processes on the Design Construction
and Maintenance of Clinker Silos
Faculty: Građevinski fakultet Sveučilište u Zagrebu
Date of defense: 02/20/91
Language: hrvatski
Number of pages: 255
Summary: The results of the long-term investigations of the
thermalprocesses in clincer silo of 60000 t capacity are presented.Total
energy balance, mass and energy flow together withattendant phenomena,
temperature field, thermal load, parametersand functions of state in
correlation internal and externalconditions are investigated. Modified and
original calculationprocedure of the thermal load as well as prognosis of
therealistic occurrences in the interior of large silos inrelationship to
decreas of thermal load and increas of durabilityis demonstrated.
Keywords: clinker silo, experimental investigation, temperature measurement, mass flow, energy flow, temperature field, thermal load, parameters of state, durability
- Type of paper
: M.A.
Title: The Reinforcement Influence on the Strength of the
Specimens which has been Extrated 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, cylinder, cube, reinforcement, finite element method
- Type of paper
: Mentorship
Title: Influence of Thermal Processes on the Design, Construction
and Maintenance of Clinker Silos
Faculty: Građevinski fakultet Sveučilište u Zagrebu
Mentor: HERMAN KREŠIMIR
Date of defense: 02/20/91
Number of pages: 255
Author: Katić Dr Marin
Degree level: Ph.D.
- Type of paper
: Mentorship
Title: Estimate of Real Structural Condition Determinig of the
Dynamic Parameters
Faculty: Građevinski fakultet Sveučilište u Zagrebu
Mentor: HERMAN KREŠIMIR
Date of defense: 12/16/93
Number of pages: 199
Author: Herceg Dr Ljudevit
Degree level: Ph.D.
- Type of paper
: Mentorship
Title: Strain and Stress Fields at Wall With Openings
Faculty: Građevinski fakultet Sveučilište u Zagrebu
Mentor: HERMAN KREŠIMIR
Date of defense: 03/26/93
Number of pages: 86
Author: Nekić dipl. inž. građ. Ivica
Degree level: D.A.
- Type of paper
: Mentorship
Title: Strain and Stress Fields at Cantilever of the Column
Faculty: Građevinski fakultet Sveučilište u Zagrebu
Mentor: HERMAN KREŠIMIR
Date of defense: 03/26/93
Number of pages: 157
Author: Brakus dipl. inž. građ. Joško
Degree level: D.A.
- Type of paper
: Mentorship
Title: Strain and Stress Fields in Joint of Steel Truss
Faculty: Građevinski fakultet Sveučilište u Zagrebu
Mentor: HERMAN KREŠIMIR
Date of defense: 06/10/93
Number of pages: 93
Author: Ćatić dipl. inž. građ. Siniša
Degree level: D.A.
- Type of paper
: Mentorship
Title: The Wall With Openings
Faculty: Građevinski fakultet Sveučilište u Zagrebu
Mentor: HERMAN KREŠIMIR
Date of defense: 06/12/91
Number of pages: 194
Author: Meštrović dipl. inž. građ. Mladen
Degree level: D.A.
- Type of paper
: Mentorship
Title: The Boundary Values Problems With Crack
Faculty: Građevinski fakultet Sveučilište u Zagrebu
Mentor: HERMAN KREŠIMIR
Date of defense: 06/05/92
Number of pages: 126
Author: Munđar dipl. inž. građ. Robert
Degree level: D.A.
- Type of paper
: Mentorship
Title: The Stress Fields at Capital of Column
Faculty: Građevinski fakultet Sveučilište u Zagrebu
Mentor: HERMAN KREŠIMIR
Date of defense: 03/27/92
Number of pages: 180
Author: Guljaš dipl. inž. građ. Ivica
Degree level: D.A.
- Type of paper
: Mentorship
Title: The Dynamic Analysis of the Chimney TE PLOMIN II
Faculty: Građevinski fakultet Sveučilište u Zagrebu
Mentor: HERMAN KREŠIMIR
Date of defense: 02/16/95
Number of pages: 185
Author: Mikulić dipl. inž. građ. Milivoj
Degree level: D.A.
- Type of paper
: Survey/Study
Title: The First Phase Investigations Behavior of the Chimney
Construction TE PLOMIN II
- Authors:
- Herceg, Ljudevit (15631)
- Rak, Mladenko (40120)
- Krolo, Joško (93483)
Ordering party: Hrvatska elektroprivreda
Institution depot: Građevinski fakultet Sveučilišta u Zagrebu
Year: 1995
Number of pages: 42
Language: hrvatski
Summary: The investigation of the chimney construction PLOMIN II,
which is 340,0 m high, subjected to natural phenomena of wind
loading is presented in these report. From structural
response on input function we have found the elementary
dynamic parameters and evaluated the state of structure
in exploitation.
Keywords: investigation of the civil engineering structures, chimney, wind loading, structure response, dynamic parameters, exploitation
- Type of paper
: Survey/Study
Title: The Investigation Works on the Structure MASLENICA Bridge
After the Completed Renewal
- Authors:
- Herceg, Ljudevit (15631)
- Krolo, Joško (93483)
Ordering party: JP Hrvatske ceste - ispostava Split
Institution depot: Građevinski fakultet Sveučilišta u Zagrebu
Year: 1991
Number of pages: 116
Language: hrvatski
Summary: Investigation works undertaken in order to asses the
condition of the structure after the completed renewal are presented.
Particural attention was given to the determination of the dynamic
parameters of the structure and its elements when subjected to dynamic
excitation by real traffic and wind loading.
Keywords: experimental investigation, bridge, structural condition, renewal, dynamic parameter, traffic loading, renewal project
- Type of paper
: Survey/Study
Title: The Experimental Investigations and Estimate on the
"Swimming Pool Dr. Ratko Viličić" in Split
- Authors:
- Dvornik, Josip
- Rak, Mladenko (40120)
- Herceg, Ljudevit (15631)
- Lazarević, Damir
Ordering party: HRVATSKA ELEKTROPRIVREDA
Institution depot: Građevinski fakultet Sveučilišta u Zagrebu
Year: 1995
Number of pages: 80
Language: hrvatski
Summary: The results of measuring state of the diplacement,
deformation,
cracks, force in the roof cables and dyinamic parameters of the
roof structures are presented in this report. The results are
compared with state from 1985. when the renewal was carried out.
Keywords: experimental investigation, swimming pool, diplacements, deformations, structural condition, renewal
- Type of paper
: Survey/Study
Title: The Structural Condition Investigation of the Altar at the
Zagreb's "Hipodrom"
- Authors:
- Herman, Krešimir (15721)
- Herceg, Ljudevit (15631)
- Rak, Mladenko (40120)
- Duboković, Hrvoje (89152)
Ordering party: INDUSTROGRADNJA d. d.
Institution depot: Građevinski fakultet Sveučilišta u Zagrebu
Year: 1994
Number of pages: 35
Language: hrvatski
Summary: The results of investigations of the altar at the Zagreb's
"Hipodrom" are presented. The structure is interesting not only because of
the event for which is was built, but also as an undertaking completed in a
very brief period of 20 days. The altar has been test-loadid. Especially,
dynamic parameters of the structure bz dznamic exitation was determined.
Keywords: structure of the altar, investigation, test-loadid, dynamic parameters, dynamic excitation
- Type of paper
: Technical report
Title: The Report About Testing of the Pedestrain Bridge Over
"Pazin's Pit" in Pazin
- Authors:
- Rak, Mladenko (40120)
- Herceg, Ljudevit (15631)
Ordering party: G. P. VIADUKT
Institution depot: Građevinski fakultet Sveučilišta u Zagrebu
Year: 1994
Number of pages: 64
Language: hrvatski
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
: Project
Title: State Parameters and Real Behavior of the Bridges
- Authors:
- Herman, Krešimir (15721)
- Herceg, Ljudevit (15631)
- Krolo, Joško (93483)
Ordering party: JP HRVATSKE CESTE
Institution depot: Građevinski fakultet Sveučilišta u Zagrebu
Year: 1994
Number of pages: 82
Language: hrvatski
Summary: Results of the long-term systematic investigation of
large-span bridges behaviour, especially the Maslenica bridge (destroyed in
war), the Pag bridge, the Drava suspension bridge, the Šibenik bridge etc.
are presented. State parameters of bridges during long period in order to
control the existing safety conditionas well as to make a data bank,
emphasiying rheologycal accurrences and dynamical behaviour.
Keywords: bridges, experimental investigation, structure condition, dznamic parameter, real behaviour, loading
- 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,
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.
- 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.
- Type of paper
: Manuscript
Title: Establishing the Whole Sresess 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,
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.
- Type of paper
: Manuscript
Title: Theory of Elasticity and Plasticity
- Authors:
- Herman, Krešimir (15721)
Language: hrvatski
Summary: Contens of the book (manuscript): 1. Introduktion; 2. The
Continuum Concept; 3. Displacement and Strain Fields; 4. Stress Field; 5.
Constitutive Equations; 6.Boundary Value Problems; 7. Energy Principles;
8.Solution Potentials of some Problems; 9. Applied Topics in Continuum
Mechanics; 10. Methods of the Theory of Elasticity and Plasticity.
Keywords: book, manuscript, continuum mechanics, theory of elasticity, theory of plasticity
Other: Knjiga (rukopis) je predviđena za studente dodiplomskog i
poslije diplomskog studija, istraživače i inženjere iz područja
građevinarstva i strojarstva.
- Type of paper
: Manuscript
Title: The Influence of Impact Load on the Dynamic Parameters
Change
- Authors:
- Rak, Mladenko (40120)
Language: hrvatski
Other: Doktorska disertacija u izradi.
Tema disertacije je odobrena na 23. redovnoj sjednici ZNV Građevinskog
fakulteta Sveučilišta u Zagrebu održanoj 01. prosinca 1993. godine.
Mentor: Prof. dr. Krešimir Herman
- Type of paper
: Manuscript
Title: The Influence Concrete Inhomogenity at the Fundamental
Parameters of Fracture Mechanics
- Authors:
- Krolo, Joško (93483)
Language: hrvatski
Other: Doktorska disertacija u izradi.
Tema disertacije je odobrena na 36. redovnoj sjednici ZNV Građevinskog
fakulteta Sveučilišta u Zagrebu održanoj 22.
ožujka 1995. godine.
Mentor: Prof. dr. Vicko Šimić
