Damage oriented design criteria for earthquake resistant concrete structures:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Abschlussarbeit Buch |
| Sprache: | English |
| Veröffentlicht: |
Aachen
Shaker
2015
|
| Schriftenreihe: | Heftreihe des Instituts für Bauingenieurwesen; 21
21 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XXII, 174 S. Ill., graph. Darst. |
| ISBN: | 9783844040272 3844040277 |
Internformat
MARC
| LEADER | 00000nam a22000008cb4500 | ||
|---|---|---|---|
| 001 | BV043023827 | ||
| 003 | DE-604 | ||
| 005 | 00000000000000.0 | ||
| 007 | t | ||
| 008 | 151119s2015 gw ad|| m||| 00||| eng d | ||
| 015 | |a 15,N45 |2 dnb | ||
| 016 | 7 | |a 1077995180 |2 DE-101 | |
| 020 | |a 9783844040272 |9 978-3-8440-4027-2 | ||
| 020 | |a 3844040277 |9 3-8440-4027-7 | ||
| 024 | 3 | |a 9783844040272 | |
| 035 | |a (OCoLC)934966750 | ||
| 035 | |a (DE-599)DNB1077995180 | ||
| 040 | |a DE-604 |b ger | ||
| 041 | 0 | |a eng | |
| 044 | |a gw |c XA-DE-NW | ||
| 049 | |a DE-83 | ||
| 082 | 0 | |a 624.1762 |2 22/ger | |
| 082 | 0 | |a 624 |2 23 | |
| 084 | |a 624 |2 sdnb | ||
| 100 | 1 | |a Çelik, Nilay |e Verfasser |0 (DE-588)1079040897 |4 aut | |
| 245 | 1 | 0 | |a Damage oriented design criteria for earthquake resistant concrete structures |c Nilay Çelik |
| 264 | 1 | |a Aachen |b Shaker |c 2015 | |
| 300 | |a XXII, 174 S. |b Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Heftreihe des Instituts für Bauingenieurwesen; 21 | |
| 502 | |a Zugl.: Berlin, Techn. Univ., Diss., 2015 | ||
| 650 | 0 | 7 | |a Werkstoffschädigung |0 (DE-588)4284135-5 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Rahmentragwerk |0 (DE-588)4176886-3 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Finite-Elemente-Methode |0 (DE-588)4017233-8 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Tragverhalten |0 (DE-588)4236763-3 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Bemessung |0 (DE-588)4005461-5 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Erdbebensicherheit |0 (DE-588)4113456-4 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Stahlbeton |0 (DE-588)4056840-4 |2 gnd |9 rswk-swf |
| 653 | |a earthquake-resistant design | ||
| 653 | |a reinforced concrete frames | ||
| 653 | |a seismic damage measure | ||
| 655 | 7 | |0 (DE-588)4113937-9 |a Hochschulschrift |2 gnd-content | |
| 689 | 0 | 0 | |a Rahmentragwerk |0 (DE-588)4176886-3 |D s |
| 689 | 0 | 1 | |a Stahlbeton |0 (DE-588)4056840-4 |D s |
| 689 | 0 | 2 | |a Erdbebensicherheit |0 (DE-588)4113456-4 |D s |
| 689 | 0 | 3 | |a Bemessung |0 (DE-588)4005461-5 |D s |
| 689 | 0 | 4 | |a Werkstoffschädigung |0 (DE-588)4284135-5 |D s |
| 689 | 0 | 5 | |a Tragverhalten |0 (DE-588)4236763-3 |D s |
| 689 | 0 | 6 | |a Finite-Elemente-Methode |0 (DE-588)4017233-8 |D s |
| 689 | 0 | |5 DE-604 | |
| 710 | 2 | |a Shaker Verlag |0 (DE-588)1064118135 |4 pbl | |
| 830 | 0 | |a Heftreihe des Instituts für Bauingenieurwesen; 21 |v 21 |w (DE-604)BV035743301 |9 21 | |
| 856 | 4 | 2 | |m DNB Datenaustausch |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=028448667&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-028448667 | ||
Datensatz im Suchindex
| _version_ | 1804175375898509312 |
|---|---|
| adam_text | TABLE OF CONTENTS
PAGE
PREFACE V
ABSTRACT VII
ZUSAMMENFASSUNG IX
TABLE OF CONTENTS XI
LIST OF TABLES XV
LIST OF FIGURES XVII
1. INTRODUCTION 1
1.1 PURPOSE OF THESIS 1
1.2 OBJECTIVES AND SCOPE 3
2. HYSTERETIC MATERIAL MODEL FOR RC BEAM ELEMENTS 5
2.1 OVERVIEW OF EXISTING MATERIAL MODELS 5
2.2 MATERIAL MODEL FOR RC UNDER MONOTONIC LOADING 6
2.3 MATERIAL MODEL FOR RC UNDER CYCLIC AND DYNAMIC LOADING 9
2.3.1 BILINEAR MODEL 11
2.3.2 CLOUGH S DEGRADING STIFFNESS MODEL 11
2.3.3 TAKEDA S DEGRADING STIFFNESS MODEL 12
2.3.4 Q-HYST MODEL 13
2.3.5 ROUFAIL AND MEYER MODEL 13
2.3.6 OTHER HYSTERETIC MODELS 14
2.4 MEMBER MODEL FOR RC BEAM ELEMENTS 15
2.4.1 TWO AND MULTI-COMPONENT MODELS 15
2.4.2 ONE-COMPONENT MODEL 16
2.4.3 CONNECTED TWO-CANTILEVER MODEL 17
2.4.4 DISCRETE ELEMENT MODEL 17
2.4.5 SPREAD PLASTICITY (INELASTICITY) MODEL 18
2.4.6 SUBELEMENTS MODEL 19
2.5 IMPLEMENTATION OF THE MATERIAL AND MEMBER MODELS 20
3. NONLINEAR FINITE ELEMENT ANALYSIS OF FRAME STRUCTURES
25
3.1 STRUCTURAL MODEL IN THE FRAMEWORK OF THE FINITE ELEMENT METHOD 25
3.2 NONLINEAR QUASI-STATIC ANALYSIS 27
3.2.1 LINEARIZED STIFFNESS RELATION 27
3.2.2 INCREMENTAL-ITERATIVE SOLUTION PROCEDURE 28
3.3 NONLINEAR DYNAMIC ANALYSIS 30
3.3.1 NONLINEAR GOVERNING EQUATION 30
3.3.1.1 MASS MATRIX 31
3.3.1.2 DAMPING MATRIX 32
3.3.2 TIME INTEGRATION PROCEDURE 33
3.4 IMPLEMENTATION OF THE NONLINEAR FINITE ELEMENT ANALYSIS 39
4. EARTHQUAKE-RESISTANT DESIGN 43
4.1 STRUCTURAL ANALYSIS FOR EARTHQUAKE-RESISTANT DESIGN 43
XI
HTTP://D-NB.INFO/1077995180
4.1.1 LINEAR-ELASTIC ANALYSIS 43
4.1.2 PUSHOVER ANALYSIS 45
4.1.3 NONLINEAR DYNAMIC ANALYSIS 48
4.2 PERFORMANCE-BASED EARTHQUAKE ENGINEERING 48
4.3 EQUIVALENT SEISMIC LOAD METHOD 54
4.4 PERFORMANCE-BASED EVALUATION WITH RESPECT TO THE TDY 2007 57
4.5 SEISMIC GROUND MOTION 65
5. DEVELOPMENT OF DAMAGE MEASURES FOR RC FRAMES 71
5.1 OVERVIEW OF EXISTING DAMAGE MEASURES 71
5.1.1 LOCAL DAMAGE MEASURE 74
5.1.1.1 NON-CUMULATIVE INDICES 74
5.1.1.2 DEFORMATION-BASED CUMULATIVE INDICES 76
5.1.1.3 ENERGY-BASED CUMULATIVE INDICES 76
5.1.1.4 COMBINED INDICES 78
5.1.2 GLOBAL DAMAGE MEASURE 79
5.1.2.1 WEIGHTED AVERAGE INDICES 79
5.1.2.2 INDICES BASED ON MODAL OR STRUCTURAL RESPONSE PARAMETERS 80
5.1.2.3 INDICES BASED ON CONTINUUM DAMAGE THEORY 81
5.1.2.4 INDICES BASED ON IN-SITU INSPECTIONS 82
5.2 ENERGY-BASED DAMAGE MEASURE (EBDM) 82
5.2.1 EBDM FOR MONOTONIC LOADING 82
5.2.1.1 LOCAL DAMAGE MEASURE 83
5.2.1.2 GLOBAL DAMAGE MEASURE 84
5.2.2 EBDM FOR CYCLIC AND DYNAMIC LOADING 87
5.2.2.1 GLOBAL DAMAGE MEASURE 87
5.2.2.2 LOCAL DAMAGE MEASURE 88
5.3 IMPLEMENTATION OF THE ENERGY-BASED DAMAGE MEASURE 88
5.4 DAMAGE-BASED DESIGN 91
6. NONLINEAR STRUCTURAL AND DAMAGE ANALYSIS ON TEST
STRUCTURES 93
6.1 TWO-STOREY FRAME UNDER MONOTONIC LOADING 93
6.2 CANTI-LEVER COLUMN UNDER CYCLIC LOADING 98
6.3 ONE-STOREY FRAME UNDER DYNAMIC LOADING 100
6.4 FIVE-STOREY FRAME UNDER DYNAMIC LOADING 103
6.5 COMPARISION OF EBDM WITH EXISTING DAMAGE MEASURES 107
7. COMPARISION OF TRADITIONAL DESIGN, DISPLACEMENT-BASED
EVALUATION AND DAMAGE-ORIENTED EVALUATION FOR A
REFERENCE EARTHQUAKE-RESISTANT STRUCTURE 127
7.1 DESIGN OF THE REFERENCE REINFORCED CONCRETE FRAME ACCORDING TO THE
TURKISH
EARTHQUAKE CODE TDY 2007 127
7.2 APPLICATION OF EBDM TO DAMAGE-BASED EVALUATION OF THE REFERENCE
FRAME
131
7.3 PERFORMANCE-BASED EVALUATION OF THE REFERENCE FRAME ACCORDING TO THE
DISPLACEMENT-BASED ANALYSIS RULES 151
7.4 COMPARISION OF DAMAGE-BASED EVALUATION WITH DISPLACEMENT-BASED
EVALUATION 157
8. CONCLUSIONS AND OUTLOOK 159
8.1 SUMMARY AND CONCLUSIONS 159
8.2 FUTURE WORK AND OUTLOOK 162
REFERENCES 165
XII
|
| any_adam_object | 1 |
| author | Çelik, Nilay |
| author_GND | (DE-588)1079040897 |
| author_facet | Çelik, Nilay |
| author_role | aut |
| author_sort | Çelik, Nilay |
| author_variant | n ç nç |
| building | Verbundindex |
| bvnumber | BV043023827 |
| ctrlnum | (OCoLC)934966750 (DE-599)DNB1077995180 |
| dewey-full | 624.1762 624 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1762 624 |
| dewey-search | 624.1762 624 |
| dewey-sort | 3624.1762 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Thesis Book |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>02584nam a22006378cb4500</leader><controlfield tag="001">BV043023827</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">00000000000000.0</controlfield><controlfield tag="007">t</controlfield><controlfield tag="008">151119s2015 gw ad|| m||| 00||| eng d</controlfield><datafield tag="015" ind1=" " ind2=" "><subfield code="a">15,N45</subfield><subfield code="2">dnb</subfield></datafield><datafield tag="016" ind1="7" ind2=" "><subfield code="a">1077995180</subfield><subfield code="2">DE-101</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9783844040272</subfield><subfield code="9">978-3-8440-4027-2</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">3844040277</subfield><subfield code="9">3-8440-4027-7</subfield></datafield><datafield tag="024" ind1="3" ind2=" "><subfield code="a">9783844040272</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)934966750</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)DNB1077995180</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="044" ind1=" " ind2=" "><subfield code="a">gw</subfield><subfield code="c">XA-DE-NW</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-83</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">624.1762</subfield><subfield code="2">22/ger</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">624</subfield><subfield code="2">23</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">624</subfield><subfield code="2">sdnb</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Çelik, Nilay</subfield><subfield code="e">Verfasser</subfield><subfield code="0">(DE-588)1079040897</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Damage oriented design criteria for earthquake resistant concrete structures</subfield><subfield code="c">Nilay Çelik</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Aachen</subfield><subfield code="b">Shaker</subfield><subfield code="c">2015</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">XXII, 174 S.</subfield><subfield code="b">Ill., graph. Darst.</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="490" ind1="1" ind2=" "><subfield code="a">Heftreihe des Instituts für Bauingenieurwesen; 21</subfield></datafield><datafield tag="502" ind1=" " ind2=" "><subfield code="a">Zugl.: Berlin, Techn. Univ., Diss., 2015</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Werkstoffschädigung</subfield><subfield code="0">(DE-588)4284135-5</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Rahmentragwerk</subfield><subfield code="0">(DE-588)4176886-3</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Finite-Elemente-Methode</subfield><subfield code="0">(DE-588)4017233-8</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Tragverhalten</subfield><subfield code="0">(DE-588)4236763-3</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Bemessung</subfield><subfield code="0">(DE-588)4005461-5</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Erdbebensicherheit</subfield><subfield code="0">(DE-588)4113456-4</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Stahlbeton</subfield><subfield code="0">(DE-588)4056840-4</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">earthquake-resistant design</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">reinforced concrete frames</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">seismic damage measure</subfield></datafield><datafield tag="655" ind1=" " ind2="7"><subfield code="0">(DE-588)4113937-9</subfield><subfield code="a">Hochschulschrift</subfield><subfield code="2">gnd-content</subfield></datafield><datafield tag="689" ind1="0" ind2="0"><subfield code="a">Rahmentragwerk</subfield><subfield code="0">(DE-588)4176886-3</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="1"><subfield code="a">Stahlbeton</subfield><subfield code="0">(DE-588)4056840-4</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="2"><subfield code="a">Erdbebensicherheit</subfield><subfield code="0">(DE-588)4113456-4</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="3"><subfield code="a">Bemessung</subfield><subfield code="0">(DE-588)4005461-5</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="4"><subfield code="a">Werkstoffschädigung</subfield><subfield code="0">(DE-588)4284135-5</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="5"><subfield code="a">Tragverhalten</subfield><subfield code="0">(DE-588)4236763-3</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="6"><subfield code="a">Finite-Elemente-Methode</subfield><subfield code="0">(DE-588)4017233-8</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2=" "><subfield code="5">DE-604</subfield></datafield><datafield tag="710" ind1="2" ind2=" "><subfield code="a">Shaker Verlag</subfield><subfield code="0">(DE-588)1064118135</subfield><subfield code="4">pbl</subfield></datafield><datafield tag="830" ind1=" " ind2="0"><subfield code="a">Heftreihe des Instituts für Bauingenieurwesen; 21</subfield><subfield code="v">21</subfield><subfield code="w">(DE-604)BV035743301</subfield><subfield code="9">21</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="m">DNB Datenaustausch</subfield><subfield code="q">application/pdf</subfield><subfield code="u">http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=028448667&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA</subfield><subfield code="3">Inhaltsverzeichnis</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-028448667</subfield></datafield></record></collection> |
| genre | (DE-588)4113937-9 Hochschulschrift gnd-content |
| genre_facet | Hochschulschrift |
| id | DE-604.BV043023827 |
| illustrated | Illustrated |
| indexdate | 2024-07-10T07:15:18Z |
| institution | BVB |
| institution_GND | (DE-588)1064118135 |
| isbn | 9783844040272 3844040277 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-028448667 |
| oclc_num | 934966750 |
| open_access_boolean | |
| owner | DE-83 |
| owner_facet | DE-83 |
| physical | XXII, 174 S. Ill., graph. Darst. |
| publishDate | 2015 |
| publishDateSearch | 2015 |
| publishDateSort | 2015 |
| publisher | Shaker |
| record_format | marc |
| series | Heftreihe des Instituts für Bauingenieurwesen; 21 |
| series2 | Heftreihe des Instituts für Bauingenieurwesen; 21 |
| spelling | Çelik, Nilay Verfasser (DE-588)1079040897 aut Damage oriented design criteria for earthquake resistant concrete structures Nilay Çelik Aachen Shaker 2015 XXII, 174 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Heftreihe des Instituts für Bauingenieurwesen; 21 Zugl.: Berlin, Techn. Univ., Diss., 2015 Werkstoffschädigung (DE-588)4284135-5 gnd rswk-swf Rahmentragwerk (DE-588)4176886-3 gnd rswk-swf Finite-Elemente-Methode (DE-588)4017233-8 gnd rswk-swf Tragverhalten (DE-588)4236763-3 gnd rswk-swf Bemessung (DE-588)4005461-5 gnd rswk-swf Erdbebensicherheit (DE-588)4113456-4 gnd rswk-swf Stahlbeton (DE-588)4056840-4 gnd rswk-swf earthquake-resistant design reinforced concrete frames seismic damage measure (DE-588)4113937-9 Hochschulschrift gnd-content Rahmentragwerk (DE-588)4176886-3 s Stahlbeton (DE-588)4056840-4 s Erdbebensicherheit (DE-588)4113456-4 s Bemessung (DE-588)4005461-5 s Werkstoffschädigung (DE-588)4284135-5 s Tragverhalten (DE-588)4236763-3 s Finite-Elemente-Methode (DE-588)4017233-8 s DE-604 Shaker Verlag (DE-588)1064118135 pbl Heftreihe des Instituts für Bauingenieurwesen; 21 21 (DE-604)BV035743301 21 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=028448667&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Çelik, Nilay Damage oriented design criteria for earthquake resistant concrete structures Heftreihe des Instituts für Bauingenieurwesen; 21 Werkstoffschädigung (DE-588)4284135-5 gnd Rahmentragwerk (DE-588)4176886-3 gnd Finite-Elemente-Methode (DE-588)4017233-8 gnd Tragverhalten (DE-588)4236763-3 gnd Bemessung (DE-588)4005461-5 gnd Erdbebensicherheit (DE-588)4113456-4 gnd Stahlbeton (DE-588)4056840-4 gnd |
| subject_GND | (DE-588)4284135-5 (DE-588)4176886-3 (DE-588)4017233-8 (DE-588)4236763-3 (DE-588)4005461-5 (DE-588)4113456-4 (DE-588)4056840-4 (DE-588)4113937-9 |
| title | Damage oriented design criteria for earthquake resistant concrete structures |
| title_auth | Damage oriented design criteria for earthquake resistant concrete structures |
| title_exact_search | Damage oriented design criteria for earthquake resistant concrete structures |
| title_full | Damage oriented design criteria for earthquake resistant concrete structures Nilay Çelik |
| title_fullStr | Damage oriented design criteria for earthquake resistant concrete structures Nilay Çelik |
| title_full_unstemmed | Damage oriented design criteria for earthquake resistant concrete structures Nilay Çelik |
| title_short | Damage oriented design criteria for earthquake resistant concrete structures |
| title_sort | damage oriented design criteria for earthquake resistant concrete structures |
| topic | Werkstoffschädigung (DE-588)4284135-5 gnd Rahmentragwerk (DE-588)4176886-3 gnd Finite-Elemente-Methode (DE-588)4017233-8 gnd Tragverhalten (DE-588)4236763-3 gnd Bemessung (DE-588)4005461-5 gnd Erdbebensicherheit (DE-588)4113456-4 gnd Stahlbeton (DE-588)4056840-4 gnd |
| topic_facet | Werkstoffschädigung Rahmentragwerk Finite-Elemente-Methode Tragverhalten Bemessung Erdbebensicherheit Stahlbeton Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=028448667&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV035743301 |
| work_keys_str_mv | AT celiknilay damageorienteddesigncriteriaforearthquakeresistantconcretestructures AT shakerverlag damageorienteddesigncriteriaforearthquakeresistantconcretestructures |