Fire design of steel structures: Eurocode 1: Actions on structures. Part 1-2: General actions - actions on structures exposed to fire ; Eurocode 3: Design of steel structures. Part 1 - 2: General rules - structural fire design
Gespeichert in:
| Hauptverfasser: | , |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Berlin
Ernst
2010
|
| Ausgabe: | 1. ed. |
| Schriftenreihe: | ECCS Eurocode design manuals
|
| Schlagworte: | |
| Online-Zugang: | Inhaltstext Inhaltsverzeichnis |
| Beschreibung: | Literaturverz. S. 311-318 |
| Beschreibung: | XXIV, 428 S. Ill., zahlr. graph. Darst. |
| ISBN: | 9783433029749 |
Internformat
MARC
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| 100 | 1 | |a Franssen, Jean-Marc |e Verfasser |0 (DE-588)135766362 |4 aut | |
| 245 | 1 | 0 | |a Fire design of steel structures |b Eurocode 1: Actions on structures. Part 1-2: General actions - actions on structures exposed to fire ; Eurocode 3: Design of steel structures. Part 1 - 2: General rules - structural fire design |c Jean-Marc Franssen ; Paulo Vila Real |
| 250 | |a 1. ed. | ||
| 264 | 1 | |a Berlin |b Ernst |c 2010 | |
| 300 | |a XXIV, 428 S. |b Ill., zahlr. graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 0 | |a ECCS Eurocode design manuals | |
| 500 | |a Literaturverz. S. 311-318 | ||
| 630 | 0 | 7 | |a Eurocode 3 |0 (DE-588)4355659-0 |2 gnd |9 rswk-swf |
| 630 | 0 | 7 | |a Eurocode 1 Teil 1-2 |0 (DE-588)7536983-7 |2 gnd |9 rswk-swf |
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| 650 | 0 | 7 | |a Brandschutz |0 (DE-588)4007974-0 |2 gnd |9 rswk-swf |
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| 943 | 1 | |a oai:aleph.bib-bvb.de:BVB01-020415853 | |
Datensatz im Suchindex
| _version_ | 1805094154104995840 |
|---|---|
| adam_text |
IMAGE 1
TABLE OF CONTENTS
FOREWORD XIII
PREFACE XV
NOTATIONS XVII
CHAPTER 1 INTRODUCTION L_
1.1. RELATIONS BETWEEN DIFFERENT EUROCODES 1
1.2. SCOPE OF EN 1993-1-2 3
1.3. LAYOUT OF THE BOOK 3
CHAPTER 2
MECHANICAL LOADING 7
2.1. GENERAL 7
2.1.1. GENERAL RULE 7
2.1.2. SIMPLIFICATION 1 10
2.1.3. SIMPLIFICATION 2 10
2.1.4. SIMPLIFICATION 3 12
2.2. EXAMPLES 12
2.3. INDIRECT ACTIONS 14
CHAPTER 3 THERMAL ACTION M
3.1. GENERAL 17
3.2. NOMINAL TEMPERATURE-TIME CURVES 18
3.3. PARAMETRIC TEMPERATURE-TIME CURVES 21
3.4. ZONE MODELS 29
BIBLIOGRAFISCHE INFORMATIONEN HTTP://D-NB.INFO/100241427X
DIGITALISIERT DURCH
IMAGE 2
TABLE OF CONTENTS
3.5. CFD MODELS 31
3.6. LOCALISED FIRES 32
3.7. EXTERNAL MEMBERS 39
CHAPTER 4 TEMPERATURE IN STEEL SECTIONS 45
4.1. INTRODUCTION 45
4.2. THE HEAT CONDUCTION EQUATION AND ITS BOUNDARY CONDITIONS 45
4.3. ADVANCED CALCULATION MODEL. FINITE ELEMENT SOLUTION OF THE HEAT
CONDUCTION EQUATION 47
4.3.1. TEMPERATURE FIELD USING THE FINITE ELEMENT METHOD 48 4.4. SECTION
FACTOR 51
4.5. TEMPERATURE OF UNPROTECTED STEELWORK EXPOSED TO FIRE 54
4.6. TEMPERATURE OF PROTECTED STEELWORK EXPOSED TO FIRE 61
4.7. INTERNAL STEELWORK IN A VOID PROTECTED BY HEAT SCREENS 77
4.8. EXTERNAL STEELWORK 78
4.8.1. GENERAL PRINCIPLES 78
4.8.2. EXAMPLE 80
4.9. VIEW FACTORS IN THE CONCAVE PART OF A STEEL PROFILE 88
VI 4.10. TEMPERATURE IN STEEL MEMBERS SUBJECTED TO LOCALISED FIRES 91
4.10.1. UNPROTECTED STEEL MEMBERS 91
4.10.2. PROTECTED STEEL MEMBERS 93
4.11. TEMPERATURE IN STAINLESS STEEL MEMBERS 94
4.11.1. EXAMPLE 97
CHAPTER 5
MECHANICAL ANALYSIS _99
5.1. BASIC PRINCIPLES 99
5.2. MECHANICAL PROPERTIES OF CARBON STEEL 104
5.3. CLASSIFICATION OF CROSS-SECTIONS 109
5.4. FIRE RESISTANCE OF STRUCTURAL MEMBERS 118
5.4.1. GENERAL 118
IMAGE 3
TABU: OR CONI I:\TS
5.4.2. TENSION MEMBERS 120
5.4.3. COMPRESSION MEMBERS 121
5.4.4. SHEAR RESISTANCE 124
5.4.5. LATERALLY RESTRAINED BEAMS 127
5.4.5.1. UNIFORM TEMPERATURE DISTRIBUTION 127
5.4.5.2. NON-UNIFORM TEMPERATURE DISTRIBUTION 128
5.4.5.3. BENDING AND SHEAR 131
5.4.6. LATERALLY UNRESTRAINED BEAMS 133
5.4.6.1. THE ELASTIC CRITICAL MOMENT FOR LATERAL-TORSIONAL BUCKLING 133
5.4.6.2. RESISTANCE TO LATERAL-TORSIONAL BUCKLING 137 5.4.7. MEMBERS
WITH CLASS 1, 2 OR 3 CROSS-SECTIONS, SUBJECTED TO COMBINED BENDING AND
AXIAL COMPRESSION 140 5.4.8. MEMBERS WITH CLASS 4 CROSS-SECTIONS 143
5.4.9. SOME VERIFICATIONS OF THE FIRE RESISTANCE NOT COVERED BY EN
1993-1-2 143
5.4.9.1. SHEAR BUCKLING RESISTANCE FOR WEB WITHOUT INTERMEDIATE
STIFFENERS 147
5.4.9.2. CROSS SECTION VERIFICATION OF A MEMBER SUBJECTED TO COMBINED
BENDING AND AXIAL FORCE (COMPRESSION OR TENSION) 145 VII 5.4.9.2.1.
CLASS 1 AND 2 RECTANGULAR SOLID SECTIONS 146 5.4.9.2.2. CLASS 1 AND 2
DOUBLY SYMMETRICAL I- ANDH-SECTIONS 147 5.4.9.3. BENDING, SHEAR AND
AXIAL FORCE 149
5.5. DESIGN IN THE TEMPERATURE DOMAIN. CRITICAL TEMPERATURE 149 5.6.
DESIGN OF CONTINUOUS BEAMS 160
5.6.1. GENERAL 160
5.6.2. CONTINUOUS BEAMS AT ROOM TEMPERATURE 161
5.6.3. CONTINUOUS BEAMS UNDER FIRE CONDITIONS 164
5.7. FIRE RESISTANCE OF STRUCTURAL STAINLESS STEEL MEMBERS 166
5.8. DESIGN EXAMPLES 173
IMAGE 4
CHAPTER 6
ADVANCED CALCULATION MODELS 235
6.1. GENERAL 235
6.2. THERMAL RESPONSE MODEL 237
6.3. MECHANICAL RESPONSE MODEL 244
CHAPTER 7
JOINTS 251
7.1. GENERAL 251
7.2. STRENGTH OF BOLTS AND WELDS AT ELEVATED TEMPERATURE 252
7.3. TEMPERATURE OF JOINTS IN FIRE 254
7.4. BOLTED CONNECTIONS 255
7.4.1. DESIGN FIRE RESISTANCE OF BOLTS IN SHEAR 255
7.4.1.1. CATEGORY A: BEARING TYPE 255
7.4.1.2. CATEGORY B (SLIP RESISTANCE AT SERVICEABILITY) AND
CATEGORY C (SLIP RESISTANCE AT ULTIMATE STATE) 256
7.4.2. DESIGN FIRE RESISTANCE OF BOLTS INTENSION 256
7.4.2.1. CATEGORY D AND E: NON-PRELOADED AND
PRELOADED BOLTS 256
VIII 7.5. DESIGN FIRE RESISTANCE OF WELDS 256
7.5.1. BUTT WELDS 256
7.5.2. FILLET WELDS 257
7.6. DESIGN EXAMPLES 257
CHAPTER 8
THE COMPUTER PROGRAM "ELEF1R-EN" 267
8.1. GENERAL 267
8.2. BRIEF DESCRIPTION OF THE PROGRAM 268
8.2.1. AVAILABLE THERMAL CALCULATIONS 268
8.2.2. AVAILABLE MECHANICAL CALCULATIONS 273
8.3. DEFAULT CONSTANTS USED IN THE PROGRAM 278
8.4. DESIGN EXAMPLE 279
IMAGE 5
TABU: OR CONTK.NTS
CHAPTER 9
CASE STUDY 293
9.1. DESCRIPTION OF THE CASE STUDY 293
9.2. FIRE RESISTANCE UNDER STANDARD FIRE 294
9.2.1. THERMAL CALCULATIONS 294
9.2.2. STRUCTURAL CALCULATION 295
9.2.2.1. LOADING 295
9.2.2.2. FIRE RESISTANCE BY THE SIMPLE CALCULATION MODEL 300 9.2.2.3.
FIRE RESISTANCE BY THE GENERAL CALCULATION MODEL 302 9.3. FIRE
RESISTANCE UNDER NATURAL FIRE 304
9.3.1. TEMPERATURE DEVELOPMENT IN THE COMPARTMENT 304
REFERENCES
ANNEX A THERMAL DATA FOR STEEL SECTIONS CARBON STEEL AND STAINI.ESS
311
319
A. 1. THERMAL PROPERTIES OF CARBON STEEL 319
A. 1.1. SPECIFIC HEAT 319
A. 1.2. THERMAL CONDUCTIVITY 320 IX
A. 1.3. THERMAL ELONGATION 321
A.2. SECTION FACTOR A M /V[VCI X \ FOR UNPROTECTED STEEL MEMBERS 322
A.3. SECTION FACTOR A P /V [M" 1 ] FOR PROTECTED STEEL MEMBERS 324 A.4.
TABLES AND NOMOGRAMS FOR EVALUATING THE TEMPERATURE IN
UNPROTECTED STEEL MEMBERS SUBJECTED TO THE STANDARD FIRE CURVE ISO 834
325 A.5. TABLES AND NOMOGRAMS FOR EVALUATING THE TEMPERATURE IN
PROTECTED STEEL MEMBERS SUBJECTED TO THE STANDARD FIRE CURVE ISO 834 331
A.6. THERMAL PROPERTIES OF SOME FIRE PROTECTION MATERIALS 335 A.7.
THERMAL PROPERTIES OF STAINLESS STEEL 336
A.7.1. SPECIFIC HEAT 336
A.7.2. THERMAL CONDUCTIVITY 336
A.7.3. THERMAL ELONGATION 337
IMAGE 6
TABLE OF CONTENTS
A.8. TABLES AND NOMOGRAMS FOR EVALUATING THE TEMPERATURE IN
UNPROTECTED STAINLESS STEEL MEMBERS SUBJECTED TO THE STANDARD FIRE CURVE
ISO 834 339
A.9. THERMAL PROPERTIES OF SOME FIRE COMPARTMENT LINING MATERIALS 345
ANNEX B
INPUT DATA FOR NATURAL FIRE MODELS 347
B.I. INTRODUCTION 347
B.2. FIRE LOAD DENSITY 347
B.3. RATE OF HEAT RELEASE DENSITY 350
B.4. VENTILATION CONTROL 354
B.5. FLASH-OVER 358
ANNEX C
MECHANICAL PROPERTIES OF CARBON STEEL AND
STAINLESS STEEL 359
C.I MECHANICAL PROPERTIES OF CARBON STEEL 359
C. 1.1. MECHANICAL PROPERTIES OF CARBON STEEL AT ROOM
TEMPERATURE (20C) 359
C.I.2. STRESS-STRAIN RELATIONSHIP FOR CARBON STEEL AT ELEVATED
TEMPERATURES (WITHOUT STRAIN-HARDENING) 361
C. 1.3. STRESS-STRAIN RELATIONSHIP FOR CARBON STEEL AT ELEVATED
TEMPERATURES (WITH STRAIN-HARDENING) 370
C.I.4. MECHANICAL PROPERTIES TO BE USED WITH CLASS 4 CROSS-SECTION
AND SIMPLE CALCULATION MODELS 372
C.2. MECHANICAL PROPERTIES OF STAINLESS STEEL 374
ANNEX D
TABLES FOR SECTION CLASSIFICATION AND
EFFECTIVE WIDTH EVALUATION 383
IMAGE 7
ANNEX E
SECTION FACTORS OF EUROPEAN HOT ROLLED IPE AND HE PROFILES 389
ANNEX F CROSS-SECTIONAL CLASSIFICATION OF EUROPEAN HOT ROLLED IPE AND HE
PROFILES 397
F.I. CROSS-SECTIONAL CLASSIFICATION FOR PURE COMPRESSION AND PURE
BENDING 398
F.2. CROSS-SECTIONAL CLASSIFICATION FOR COMBINED COMPRESSION AND BENDING
MOMENT 404
XI |
| any_adam_object | 1 |
| author | Franssen, Jean-Marc Vila Real, Paulo |
| author_GND | (DE-588)135766362 |
| author_facet | Franssen, Jean-Marc Vila Real, Paulo |
| author_role | aut aut |
| author_sort | Franssen, Jean-Marc |
| author_variant | j m f jmf r p v rp rpv |
| building | Verbundindex |
| bvnumber | BV036493276 |
| classification_rvk | ZI 4090 |
| classification_tum | BAU 500f |
| ctrlnum | (OCoLC)699857543 (DE-599)DNB100241427X |
| dewey-full | 624.18210289 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.18210289 |
| dewey-search | 624.18210289 |
| dewey-sort | 3624.18210289 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Maschinenbau / Maschinenwesen Bauingenieurwesen |
| edition | 1. ed. |
| format | Book |
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| id | DE-604.BV036493276 |
| illustrated | Illustrated |
| indexdate | 2024-07-20T10:38:51Z |
| institution | BVB |
| isbn | 9783433029749 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-020415853 |
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| series2 | ECCS Eurocode design manuals |
| spelling | Franssen, Jean-Marc Verfasser (DE-588)135766362 aut Fire design of steel structures Eurocode 1: Actions on structures. Part 1-2: General actions - actions on structures exposed to fire ; Eurocode 3: Design of steel structures. Part 1 - 2: General rules - structural fire design Jean-Marc Franssen ; Paulo Vila Real 1. ed. Berlin Ernst 2010 XXIV, 428 S. Ill., zahlr. graph. Darst. txt rdacontent n rdamedia nc rdacarrier ECCS Eurocode design manuals Literaturverz. S. 311-318 Eurocode 3 (DE-588)4355659-0 gnd rswk-swf Eurocode 1 Teil 1-2 (DE-588)7536983-7 gnd rswk-swf Bemessung (DE-588)4005461-5 gnd rswk-swf Brandschutz (DE-588)4007974-0 gnd rswk-swf Stahlbau (DE-588)4056837-4 gnd rswk-swf Stahlbau (DE-588)4056837-4 s Brandschutz (DE-588)4007974-0 s Bemessung (DE-588)4005461-5 s Eurocode 1 Teil 1-2 (DE-588)7536983-7 u Eurocode 3 (DE-588)4355659-0 u DE-604 Vila Real, Paulo Verfasser aut text/html http://deposit.dnb.de/cgi-bin/dokserv?id=3474149&prov=M&dok_var=1&dok_ext=htm Inhaltstext DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=020415853&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Franssen, Jean-Marc Vila Real, Paulo Fire design of steel structures Eurocode 1: Actions on structures. Part 1-2: General actions - actions on structures exposed to fire ; Eurocode 3: Design of steel structures. Part 1 - 2: General rules - structural fire design Eurocode 3 (DE-588)4355659-0 gnd Eurocode 1 Teil 1-2 (DE-588)7536983-7 gnd Bemessung (DE-588)4005461-5 gnd Brandschutz (DE-588)4007974-0 gnd Stahlbau (DE-588)4056837-4 gnd |
| subject_GND | (DE-588)4355659-0 (DE-588)7536983-7 (DE-588)4005461-5 (DE-588)4007974-0 (DE-588)4056837-4 |
| title | Fire design of steel structures Eurocode 1: Actions on structures. Part 1-2: General actions - actions on structures exposed to fire ; Eurocode 3: Design of steel structures. Part 1 - 2: General rules - structural fire design |
| title_auth | Fire design of steel structures Eurocode 1: Actions on structures. Part 1-2: General actions - actions on structures exposed to fire ; Eurocode 3: Design of steel structures. Part 1 - 2: General rules - structural fire design |
| title_exact_search | Fire design of steel structures Eurocode 1: Actions on structures. Part 1-2: General actions - actions on structures exposed to fire ; Eurocode 3: Design of steel structures. Part 1 - 2: General rules - structural fire design |
| title_full | Fire design of steel structures Eurocode 1: Actions on structures. Part 1-2: General actions - actions on structures exposed to fire ; Eurocode 3: Design of steel structures. Part 1 - 2: General rules - structural fire design Jean-Marc Franssen ; Paulo Vila Real |
| title_fullStr | Fire design of steel structures Eurocode 1: Actions on structures. Part 1-2: General actions - actions on structures exposed to fire ; Eurocode 3: Design of steel structures. Part 1 - 2: General rules - structural fire design Jean-Marc Franssen ; Paulo Vila Real |
| title_full_unstemmed | Fire design of steel structures Eurocode 1: Actions on structures. Part 1-2: General actions - actions on structures exposed to fire ; Eurocode 3: Design of steel structures. Part 1 - 2: General rules - structural fire design Jean-Marc Franssen ; Paulo Vila Real |
| title_short | Fire design of steel structures |
| title_sort | fire design of steel structures eurocode 1 actions on structures part 1 2 general actions actions on structures exposed to fire eurocode 3 design of steel structures part 1 2 general rules structural fire design |
| title_sub | Eurocode 1: Actions on structures. Part 1-2: General actions - actions on structures exposed to fire ; Eurocode 3: Design of steel structures. Part 1 - 2: General rules - structural fire design |
| topic | Eurocode 3 (DE-588)4355659-0 gnd Eurocode 1 Teil 1-2 (DE-588)7536983-7 gnd Bemessung (DE-588)4005461-5 gnd Brandschutz (DE-588)4007974-0 gnd Stahlbau (DE-588)4056837-4 gnd |
| topic_facet | Eurocode 3 Eurocode 1 Teil 1-2 Bemessung Brandschutz Stahlbau |
| url | http://deposit.dnb.de/cgi-bin/dokserv?id=3474149&prov=M&dok_var=1&dok_ext=htm http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=020415853&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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