Anchorage in concrete construction:
Gespeichert in:
| Beteiligte Personen: | , , |
|---|---|
| Format: | Buch |
| Sprache: | Englisch |
| Veröffentlicht: |
Berlin
Ernst
2006
|
| Schlagwörter: | |
| Links: | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=014738934&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| Umfang: | XIII, 378 S. Ill., graph. Darst. |
| ISBN: | 3433011435 9783433011430 |
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| 245 | 1 | 0 | |a Anchorage in concrete construction |c Rolf Eligehausen ; Rainer Mallée ; John F. Silva |
| 264 | 1 | |a Berlin |b Ernst |c 2006 | |
| 300 | |a XIII, 378 S. |b Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
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| 650 | 4 | |a Anchorage (Structural engineering) | |
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| 700 | 1 | |a Silva, John F. |e Verfasser |4 aut | |
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| DE-BY-TUM_call_number | 0001 2006 A 4147 |
| DE-BY-TUM_katkey | 1544473 |
| DE-BY-TUM_location | Mag |
| DE-BY-TUM_media_number | 040006272280 |
| _version_ | 1831256571670167552 |
| adam_text | ROLF ELIGEHAUSEN, RAINER MALLEE, JOHN F. SILVA ANCHORAGE IN CONCRETE
CONSTRUCTION ,=RNST & SOHN A WILEY COMPANY ONTENTS INTRODUCTION 1 A
HISTORICAL REVIEW 1 REQUIREMENTS FOR FASTENINGS 2 NATURE AND DIRECTION
OF ACTIONS 2 FASTENING SYSTEMS 5 GENERAL 5 CAST-IN-PLACE SYSTEMS 5
LIFTING INSERTS 6 ANCHOR CHANNELS 7 HEADED STUDS 9 THREADED SLEEVES 9
DRILLED-IN SYSTEMS 10 DRILLING TECHNIQUES 10 INSTALLATION CONFIGURATIONS
10 DRILLED-IN ANCHOR TYPES 11 MECHANICAL EXPANSION ANCHORS 11 UNDERCUT
ANCHORS 16 BONDED ANCHORS 19 SCREW ANCHORS 25 CEILING HANGERS 25 PLASTIC
ANCHORS 27 DIRECT INSTALLATION 29 PRINCIPLES 33 GENERAL 33 BEHAVIOUR OF
CONCRETE IN TENSION 34 FAILURE MECHANISMS OF FASTENINGS 37 THEORETICAL
STUDIES 37 EXPERIMENTAL STUDIES 45 CONCLUSIONS DRAWN FROM THEORETICAL
AND EXPERIMENTAL STUDIES 50 CRACKED CONCRETE 51 WHY ANCHORS MAY USE THE
TENSILE STRENGTH OF CONCRETE 54 PRESTRESSING OF ANCHORS 55 LOADS ON
ANCHORS 58 CALCULATION ACCORDING TO ELASTIC THEORY 58 TENSION LOAD 58
SHEAR LOADS 59 CALCULATION ACCORDING TO NON-LINEAR METHODS 61
CALCULATION OF LOADS ON ANCHORS OF ANCHOR CHANNELS 61 TENSION LOADS 61
SHEAR LOADS 63 CONTENTS 4 BEHAVIOUR OF HEADED STUDS, UNDERCUT ANCHORS
AND METAL EXPANSION ANCHORS IN NON-CRACKED AND CRACKED CONCRETE 65 4.1
NON-CRACKED CONCRETE 65 4.1.1 TENSION LOAD I 65 4.1.1.1
LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 65 4.1.1.2 FAILURE LOAD
ASSOCIATED WITH STEEL RUPTURE 68 4.1.1.3 FAILURE LOAD ASSOCIATED WITH
CONCRETE CONE BREAKOUT 69 4.1.1.4 FAILURE LOAD FOR LOCAL CONCRETE SIDE
BLOW-OUT FAILURE 93 4.1.1.5 FAILURE LOADS ASSOCIATED WITH PULL-OUT AND
PULL-THROUGH FAILURES 97 4.1.1.6 FAILURE LOAD ASSOCIATED WITH SPLITTING
OF THE CONCRETE 100 4.1.2 SHEAR 103 4.1.2.1 LOAD-DISPLACEMENT BEHAVIOUR
AND MODES OF FAILURE 103 4.1.2.2 FAILURE LOAD ASSOCIATED WITH STEEL
RUPTURE 105 4.1.2.3 FAILURE LOAD ASSOCIATED WITH PRY-OUT 109 4.1.2.4
CONCRETE EDGE FAILURE FOR A SHEAR LOAD PERPENDICULAR TO THE EDGE 112
4.1.2.5 CONCRETE EDGE BREAKOUT LOAD ASSOCIATED WITH SHEAR LOADS ORIENTED
AT AN ANGLE A 90 TO THE EDGE 125 4.1.3 COMBINED TENSION AND SHEAR
(OBLIQUE LOADING) 128 4.1.3.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF
FAILURE 128 4.1.3.2 FAILURE LOAD 132 4.1.4 BENDING OF THE BASEPLATE 137
4.1.5 SUSTAINED LOADS 138 4.1.6 FATIGUE LOADING 139 4.2 CRACKED CONCRETE
142 4.2.1 TENSION 143 4.2.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF
FAILURE 143 4.2.1.2 FAILURE LOAD CORRESPONDING TO STEEL FAILURE 146
4.2.1.3 FAILURE LOAD ASSOCIATED WITH CONCRETE CONE BREAKOUT 146 4.2.1.4
FAILURE LOAD ASSOCIATED WITH LOCAL BLOW-OUT FAILURE 154 4.2.1.5 FAILURE
LOAD ASSOCIATED WITH PULL-OUT/PULL-THROUGH FAILURE 155 4.2.1.6 FAILURE
LOAD ASSOCIATED WITH SPLITTING OF THE CONCRETE 157 4.2.2 SHEAR 157
4.2.2.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 157 4.2.2.2
FAILURE LOAD ASSOCIATED WITH STEEL FAILURE 157 4.2.2.3 FAILURE LOAD
ASSOCIATED WITH PRY-OUT FAILURE 158 4.2.2.4 FAILURE LOAD ASSOCIATED WITH
CONCRETE EDGE BREAKOUT 158 4.2.3 COMBINED TENSION AND SHEAR 159 4.2.3.1
LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 159 4.2.3.2 FAILURE
LOAD 159 4.2.4 SUSTAINED LOADS 160 4.2.5 FATIGUE LOADING 162 5 BEHAVIOUR
OF CAST-IN ANCHOR CHANNELS IN NON-CRACKED AND CRACKED CONCRETE 163 5.1
NON-CRACKED CONCRETE 163 5.1.1 TENSION 163 5.1.1.1 LOAD-DISPLACEMENT
BEHAVIOUR AND MODES OF FAILURE 163 5.1.1.2 FAILURE LOAD ASSOCIATED WITH
STEEL FAILURE 164 5.1.1.3 FAILURE LOAD ASSOCIATED WITH CONCRETE CONE
BREAKOUT....: 165 5.1.1.4 FAILURE LOAD ASSOCIATED WITH LOCAL CONCRETE
SIDE BLOW-OUT FAILURE 168 5.1.1.5 FAILURE LOAD ASSOCIATED WITH PULL-OUT
FAILURE 168 . IX 5 1.1.6 FAILURE LOAD ASSOCIATED WITH SPLITTING OF THE
CONCRETE 169 5J1.2 SHEAR 170 5 1.2.1 LOAD-DISPLACEMENT BEHAVIOUR AND
MODES OF FAILURE 170 5.1.2.2 FAILURE, LOAD ASSOCIATED WITH STEEL FAILURE
170 5.1.2.3 FAILURE LOAD ASSOCIATED WITH PRY-OUT FAILURE . . 170 5.1.2.4
FAILURE LOAD ASSOCIATED WITH CONCRETE EDGE FAILURE 170 5.1.3 COMBINED
TENSION AND SHEAR 178 5.1.4 SUSTAINED AND FATIGUE LOADING 179 5.2
CRACKED CONCRETE 179 6 BEHAVIOUR OF BONDED ANCHORS IN NON-CRACKED AND
CRACKED CONCRETE 181 6.1 NON-CRACKED CONCRETE 181 6.1.1 TENSION LOAD ,
181 6.1.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 181 6.1.1.2
FAILURE LOAD ASSOCIATED WITH STEEL FAILURE 184 6.1.1.3 FAILURE LOAD
ASSOCIATED WITH CONCRETE BREAKOUT/PULL-OUT FAILURE 184 6.1.1.4 FAILURE
LOAD ASSOCIATED WITH SPLITTING 200 6.1.2 ; SHEAR LOAD 200 6.1.2.1
LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 200 .6.1.2.2 FAILURE
LOAD ASSOCIATED WITH STEEL FAILURE 200 6.1.2.3 FAILURE LOAD ASSOCIATED
WITH PRY-OUT FAILURE 200 ,6.1.2.4 ; FAILURE LOAD ASSOCIATED WITH
CONCRETE EDGE BREAKOUT 200 6;1.3 COMBINED TENSION AND SHEAR LOAD 200
6.1.4 SUSTAINED AND FATIGUE LOADING ., 200 6.1.5 ENVIRONMENTAL FACTORS
202 6.2 CRACKED CONCRETE 204 6.2.1 TENSION LOAD 204 6:2.1.1
LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 204 6.2.1.2 FAILURE
LOAD CORRESPONDING TO STEEL FAILURE 205 6.2.1.3 FAILURE LOAD
CORRESPONDING TO PULL-OUT FAILURE 205 6.2.1.4 FAILURE LOADS
CORRESPONDING TO CONCRETE CONE FAILURE AND SPLITTING OF THE CONCRETE 206
6.2.2 SHEAR LOAD 207 6.2.3, COMBINED TENSION AND SHEAR LOAD 207 6.2.4
SUSTAINED AND FATIGUE LOADS 208 6:2.5 ENVIRONMENTAL FACTORS 208 6.3
BONDED UNDERCUT ANCHORS AND BONDED EXPANSION ANCHORS 208 6.3.1
NON-CRACKED CONCRETE 208 .*** 6.3.2 CRACKED CONCRETE 208 5 6.3.2.1
TENSION LOAD 208 6.3.2.2 SHEAR AND COMBINED TENSION AND SHEAR LOAD 210
**: 7 BEHAVIOUR OF PLASTIC ANCHORS IN NON-CRACKED AND CRACKED CONCRETE
211 . . 7.1 - NON-CRACKED CONCRETE 211 , 7,1.1 TENSION LOAD 211 7.1:2
SHEAR AND COMBINED TENSION AND SHEAR LOAD 215 7.1.3 LONG-TERM BEHAVIOUR
215 7.2 CRACKED CONCRETE 220 7.2.1 TENSION LOAD 220 7.2.2 SHEAR AND
COMBINED TENSION AND SHEAR LOAD 222 7.2.3 LONG-TERM BEHAVIOUR 222 X
CONTENTS 8 BEHAVIOUR OF POWER ACTUATED FASTENERS IN NON-CRACKED AND
CRACKED CONCRETE 223 8.1 NON-CRACKED CONCRETE 223 8.1.1 TENSION LOAD :..
223 8.1.2 SHEAR AND COMBINED TENSION AND SHEAR LOAD 224 8.1.3 SUSTAINED
AND REPETITIVE LOADING 224 8.2 CRACKED CONCRETE 225 8.2.1 TENSION LOAD
225 8.2.2 SHEAR AND COMBINED TENSION AND SHEAR LOAD 226 9 -BEHAVIOUR OF
SCREW ANCHORS IN NON-CRACKED AND CRACKED CONCRETE 227 9.1 INSTALLATION
227 9.2 NON-CRACKED CONCRETE 231 9.2.1 TENSION LOAD 231 9.2.1.1
LOAD-DISPLACEMENT BEHAVIOUR AND FAILURE MODES 231 9.2.1.2 FAILURE LOADS
ASSOCIATED WITH STEEL FAILURE 231 9.2.1.3 FAILURE LOADS ASSOCIATED WITH
PULL-OUT FAILURE 231 9.2.1.4 FAILURE LOADS ASSOCIATED WITH CONCRETE CONE
FAILURE 231 9.2.2 SHEAR LOAD 233 9.2.2.1 LOAD-DISPLACEMENT BEHAVIOUR AND
MODES OF FAILURE 233 9.2.2.2 FAILURE LOAD ASSOCIATED WITH STEEL FAILURE
233 9.2.2.3 FAILURE LOAD ASSOCIATED WITH PRY-OUT FAILURE 233 9.2.2.4
FAILURE LOAD ASSOCIATED WITH CONCRETE EDGE BREAKOUT 232 9.2.3 COMBINED
TENSION AND SHEAR LOAD 234 9.2.4 SUSTAINED AND FATIGUE LOADS 23^ 9.3
CRACKED CONCRETE 23^ 9.3.1 TENSION LOAD 23 9.3.2 SHEAR LOAD AND
COMBINED TENSION AND SHEAR LOAD 23F 9.3.3 SUSTAINED AND FATIGUE LOADS
23 10 BEHAVIOUR OF ANCHORS UNDER SEISMIC LOADING 23 10.1 ANCHOR
APPLICATIONS 23 10.2 SEISMIC ACTIONS 23! 10.3 ASSUMPTIONS REGARDING THE
CONDITION OF THE CONCRETE 23 10.4 BEHAVIOUR OF ANCHORS UNDER SEISMIC
CONDITIONS 24 10.4.1 TENSION CYCLING 24 10.4.2 SHEAR CYCLING 24: 10.4.3
COMBINED TENSION AND SHEAR CYCLING 24. 10.4.4 LOADING RATE 24. 10.4.5
LOAD CYCLE SEQUENCE 24 10.4.6 CRACK CYCLING 24 11 BEHAVIOUR OF ANCHORS
IN FIRE 24 12 CORROSION OF ANCHORS 25 CONTENTS XI 13 INFLUENCE OF
FASTENINGS ON THE CAPACITY OF COMPONENTS IN WHICH THEY ARE INSTALLED 259
J4 DESIGN OF FASTENINGS 265 14.1 GENERAL 265 14.2 VERIFYING THE
SUITABILITY OF AN ANCHOR SYSTEM 266 14.3 DESIGN OF FASTENINGS WITH
POST-INSTALLED METAL EXPANSION, UNDERCUT AND BONDED EXPANSION ANCHORS
ACCORDING TO THE EOTA GUIDELINE 267 14.3.1 GENERAL 267 14.3.2 SCOPE 268
14.3.3 DESIGN CONCEPT 269 14.3.3.1 ANALYSIS FOR THE ULTIMATE LIMIT STATE
269 14.3.3.2 ANALYSIS FOR THE SERVICEABILITY LIMIT STATE 270 14.3.4
.FORCES ON ANCHORS 271 14:3.5 .CHARACTERISTIC RESISTANCES 274 14.3.5.1 ,
TENSION RESISTANCES 275 14.3.5.2 *** * SHEAR RESISTANCES 277 14.3.5.3
COMBINED TENSION AND SHEAR 280 14:3.6 /SERVICEABILITY LIMIT STATE 281
14.3.6.1 ANCHOR DISPLACEMENTS 281 14.3.6.2 SHEAR LOAD WITH CHANGING SIGN
281 14.3.7 ADDITIONAL ANALYSES FOR ENSURING THE CHARACTERISTIC
RESISTANCE OF CONCRETE MEMBER 281 14.3.7.1 GENERAL 281 .14.3.7.2 SHEAR
RESISTANCE OF THE CONCRETE MEMBER 281 14.3.7.3, RESISTANCE TO SPLITTING
FORCES 283 14.4 DESIGN OF FASTENINGS ACCORDING TO THE CEN TECHNICAL
SPECIFICATION 283 14.4.1 GENERAL 283 14:4.2 SCOPE 283 14.4.3 BASIS OF
DESIGN 285 14:4.4 PARTIAL SAFETY FACTORS 286 ,14.4.4.1 STATIC ACTIONS,
INDIRECT ACTIONS AND FATIGUE ACTIONS 286 . 14.4.4.2 RESISTANCES 286
14AA.2.1 ULTIMATE LIMIT STATE (STATIC LOADING) AND SEISMIC LOADING 286 ,
14.4.4.2.2 LIMIT STATE OF FATIGUE 287 14.4.4.2.3 SERVICEABILITY LIMIT
STATE 287 144.5 FORCES ACTING ON FASTENERS 287 14.4.5.1 TENSION LOADS
287 14.4.5.2 SHEAR LOADS 287 14.4.5.2.1 DISTRIBUTION OF LOADS 287
14.4.5.2.2 SHEAR LOADS WITHOUT LEVER ARM 288 14:4.5.2.3 SHEAR LOADS WITH
LEVER ARM 289 14.4.6 DESIGN OF HEADED FASTENERS 289 14.4.6.1
DETERMINATION OF ACTION EFFECTS 289 14.4.6.2 VERIFICATION OF ULTIMATE
LIMIT STATE BY ELASTIC ANALYSIS 290 14.4.6.2.1 TENSION LOADS 290
14.4.6.2.2 SHEAR LOADS 293 14.4.6.2.3 COMBINED TENSION AND SHEAR LOADS
302 14.4.7 DESIGN OF ANCHOR CHANNELS 302 14.4.7.1 DERIVATION OF FORCES
ACTING ON THE ANCHORS OF THE ANCHOR CHANNEL 303 *14.4.7.1.1 TENSION
LOADS 303 CONTENTS 14.4.7.1.2 SHEAR LOADS 304 14.4.7.2 TENSION FORCES IN
THE SUPPLEMENTARY REINFORCEMENT 304 14.4.7.2.1 TENSION LOADS 304
14.4.7.2.2 SHEAR LOADS 304 14.4.7.3 VERIFICATION OF ULTIMATE LIMIT STATE
BY ELASTIC ANALYSIS 305 14.4.7.3.1 TENSION LOADS 305 14.4.7.3.2 SHEAR
LOADS 309 14.4.7.3.3 COMBINED TENSION AND SHEAR LOADS 313 14.4.7.3.3.1
ANCHOR CHANNELS WITHOUT SUPPLEMENTARY REINFORCEMENT 313 14.4.7.3.3.2
ANCHOR CHANNELS WITH SUPPLEMENTARY REINFORCEMENT 313 14.4.8 DESIGN OF
POST-INSTALLED FASTENERS - MECHANICAL SYSTEMS 313 14.4.8.1 SCOPE 313
14.4.8.2 DETERMINATION OF ACTION EFFECTS 313 14.4.8.3 VERIFICATION OF
ULTIMATE LIMIT STATE BY ELASTIC ANALYSIS 313 14.4.8.3.1 GENERAL 313
14.4.8.3.2 TENSION LOADS 314 14.4.8.3.3 SHEAR LOADS 314 14.4.8.3.4
COMBINED TENSION AND SHEAR LOADS 315 14.4.9 DESIGN OF POST-INSTALLED
FASTENERS - CHEMICAL SYSTEMS 315 14.4.9.1 TENSION RESISTANCES 315
14.4.9.2 SHEAR LOADS 316 14.4.9.3 COMBINED TENSION AND SHEAR LOADS 316
14.4.10 FATIGUE LOADS 316 14.4.11 SEISMIC LOADS 319 14.4.11.1 GENERAL
319 14.4.11.2 ACTIONS 320 14.4.11.3 RESISTANCES 322 14.4.12 VERIFICATION
OF SERVICEABILITY LIMIT STATE 322 14.4.13 FIRE 323 14.4.13.1 GENERAL 323
14.4.13.2 PARTIAL SAFETY FACTORS 323 14.4.13.3 RESISTANCE 323
14.4.13.3.1 TENSION LOADING 323 14.4.13.3.2 SHEAR LOADING 324
14.4.13.3.3 COMBINED TENSION AND SHEAR LOADING 325 14.4.14 PLASTIC
DESIGN OF FASTENINGS WITH HEADED FASTENERS AND POST-INSTALLED FASTENERS
325 14.4.14.1 FIELD OF APPLICATION 325 14.4.14.2 LOADS ON FASTENINGS 326
14.4.14.3 DESIGN OF FASTENINGS 328 14.4.14.3.1 PARTIAL SAFETY FACTORS
328 14.4.14.3.2 RESISTANCE TO TENSION LOAD 328 14.4.14.3.3 RESISTANCE TO
SHEAR LOAD 329 14.4.14.3.4 RESISTANCE TO COMBINED TENSION AND SHEAR LOAD
329 14.5 DESIGN OF FASTENINGS WITH CAST-IN AND POST-INSTALLED METAL
ANCHORS ACCORDING TO ACI 318-05 APPENDIX D 330 14.5.1 GENERAL 330 14.5.2
SCOPE 330 14.5.3 DESIGN CONCEPT 331 14.5.3.1 ANALYSIS FOR THE ULTIMATE
LIMIT STATE 331 14.5.3.2 SERVICEABILITY LIMIT STATE 333 14.5.4 FORCES ON
ANCHORS 333 CONTENTS ; ^HL 14.5.5 CHARACTERISTIC RESISTANCES 333
14.5.5.1 GENERAL 333 14.5.5.2 TENSION RESISTANCE 333 14.5.5.3 SHEAR
RESISTANCE 336 14.5.5.4 COMBINED TENSION AND SHEAR 339 14.5.6 REQUIRED
EDGE DISTANCES, SPACINGS AND MEMBER THICKNESSES TO PRECLUDE SPLITTING
FAILURE 339 14:5.7 * RESISTANCE WHERE LOAD CASES INCLUDE SEISMIC FORCES
340 14,5.8 PROVISIONS OF ACI 349-01 APPENDIX B 340 14.5.8.1. SCOPE * 340
14.5.8.2 DUCTILE DESIGN REQUIREMENTS 340 14.5.8.3: BASEPLATE DESIGN 341
*REFERENCES 343 SUBJECT INDEX 371
|
| any_adam_object | 1 |
| author | Eligehausen, Rolf 1942- Mallée, Rainer 1949- Silva, John F. |
| author_GND | (DE-588)122631528 (DE-588)122631536 |
| author_facet | Eligehausen, Rolf 1942- Mallée, Rainer 1949- Silva, John F. |
| author_role | aut aut aut |
| author_sort | Eligehausen, Rolf 1942- |
| author_variant | r e re r m rm j f s jf jfs |
| building | Verbundindex |
| bvnumber | BV021522448 |
| callnumber-first | T - Technology |
| callnumber-label | TA772 |
| callnumber-raw | TA772 |
| callnumber-search | TA772 |
| callnumber-sort | TA 3772 |
| callnumber-subject | TA - General and Civil Engineering |
| classification_rvk | ZI 3550 ZI 7120 |
| classification_tum | BAU 393f |
| ctrlnum | (OCoLC)49584656 (DE-599)BVBBV021522448 |
| dewey-full | 624.1/834 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1/834 |
| dewey-search | 624.1/834 |
| dewey-sort | 3624.1 3834 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Book |
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| id | DE-604.BV021522448 |
| illustrated | Illustrated |
| indexdate | 2024-12-20T12:35:35Z |
| institution | BVB |
| isbn | 3433011435 9783433011430 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-014738934 |
| oclc_num | 49584656 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-863 DE-BY-FWS DE-898 DE-BY-UBR |
| owner_facet | DE-91 DE-BY-TUM DE-863 DE-BY-FWS DE-898 DE-BY-UBR |
| physical | XIII, 378 S. Ill., graph. Darst. |
| publishDate | 2006 |
| publishDateSearch | 2006 |
| publishDateSort | 2006 |
| publisher | Ernst |
| record_format | marc |
| spellingShingle | Eligehausen, Rolf 1942- Mallée, Rainer 1949- Silva, John F. Anchorage in concrete construction Anchorage (Structural engineering) Concrete construction Verankerung (DE-588)4187519-9 gnd Betonkonstruktion (DE-588)4144990-3 gnd |
| subject_GND | (DE-588)4187519-9 (DE-588)4144990-3 |
| title | Anchorage in concrete construction |
| title_auth | Anchorage in concrete construction |
| title_exact_search | Anchorage in concrete construction |
| title_full | Anchorage in concrete construction Rolf Eligehausen ; Rainer Mallée ; John F. Silva |
| title_fullStr | Anchorage in concrete construction Rolf Eligehausen ; Rainer Mallée ; John F. Silva |
| title_full_unstemmed | Anchorage in concrete construction Rolf Eligehausen ; Rainer Mallée ; John F. Silva |
| title_short | Anchorage in concrete construction |
| title_sort | anchorage in concrete construction |
| topic | Anchorage (Structural engineering) Concrete construction Verankerung (DE-588)4187519-9 gnd Betonkonstruktion (DE-588)4144990-3 gnd |
| topic_facet | Anchorage (Structural engineering) Concrete construction Verankerung Betonkonstruktion |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=014738934&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT eligehausenrolf anchorageinconcreteconstruction AT malleerainer anchorageinconcreteconstruction AT silvajohnf anchorageinconcreteconstruction |
Inhaltsverzeichnis
Paper/Kapitel scannen lassen
Paper/Kapitel scannen lassen
Bibliotheksmagazin
| Signatur: |
0001 2006 A 4147
Lageplan |
|---|---|
| Exemplar 1 | Ausleihbar Am Standort |