Seismic behavior, analysis and design of eccentrically braced frames with vertical shear links (V-EBFs):
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | German |
| Veröffentlicht: |
1998
|
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | Darmstadt, Techn. Univ., Diss., 1998 |
| Beschreibung: | V, 156 S. Ill., graph. Darst. |
Internformat
MARC
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| 003 | DE-604 | ||
| 005 | 19990810 | ||
| 007 | t | ||
| 008 | 990427s1998 gw ad|| m||| 00||| ger d | ||
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| 035 | |a (OCoLC)51092083 | ||
| 035 | |a (DE-599)BVBBV012546612 | ||
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| 044 | |a gw |c DE | ||
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| 084 | |a BAU 427d |2 stub | ||
| 084 | |a BAU 166d |2 stub | ||
| 100 | 1 | |a Vetr Tamijani, Mohammad Ghasem |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Seismic behavior, analysis and design of eccentrically braced frames with vertical shear links (V-EBFs) |c vorgelegt von Mohammad Ghasem Vetr Tamijani |
| 264 | 1 | |c 1998 | |
| 300 | |a V, 156 S. |b Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 500 | |a Darmstadt, Techn. Univ., Diss., 1998 | ||
| 650 | 0 | 7 | |a Erdbebenbelastung |0 (DE-588)4121210-1 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Rahmentragwerk |0 (DE-588)4176886-3 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Exzentrische Bauweise |0 (DE-588)4301819-1 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Geschossbau |0 (DE-588)4136861-7 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Aussteifung |0 (DE-588)4122858-3 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Stahlbau |0 (DE-588)4056837-4 |2 gnd |9 rswk-swf |
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| 689 | 0 | 1 | |a Geschossbau |0 (DE-588)4136861-7 |D s |
| 689 | 0 | 2 | |a Rahmentragwerk |0 (DE-588)4176886-3 |D s |
| 689 | 0 | 3 | |a Aussteifung |0 (DE-588)4122858-3 |D s |
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| 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=008519870&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 943 | 1 | |a oai:aleph.bib-bvb.de:BVB01-008519870 | |
Datensatz im Suchindex
| _version_ | 1807505037182631936 |
|---|---|
| adam_text |
CONTENTS
1
BUILDING
DESIGN
IN
EARTHQUAKE
REGIONS
1
1.1
EARTHQUAKE
RESISTANT
DESIGN
.
1
1.2
EARTHQUAKE
ENERGY
INPUT,
DISTRIBUTION
AND
DISSIPATION
.
2
1.3
EARTHQUAKE
RESISTANT
STEEL
FRAMING
SYSTEM
.
5
1.3.1
MOMENT
RESISTING
FRAME
(MRF)
.
6
1.3.2
CONCENTRICALLY
BRACED
FRAME
(CBF)
.
6
1.3.3
ECCENTRICALLY
BRACED
FRAME
(EBF)
.
6
1.4
SCOPE
AND
OBJECTIVE
.
7
2
DESIGN
CONSIDERATION
OF
EBFS
13
2.1
GENERAL
.
13
2.2
CAPACITY
DESIGN
OF
ACTIVE
LINK
.
13
2.2.1
CHARACTERESTICS
OF
ACTIVE
LINK
ELEMENT
AND
PLASTIFICATION
.
13
2.2.2
CAPACITY
DESIGN
OF
SHEAR
LINKS
.
16
2.2.2.1
HORIZONTAL
SHEAR
LINK
.
16
2.2.2.2
VERTICAL
SHEAR
LINK
.
17
2.3
ENERGY
DISSIPATION
MECHANISM
OF
EBF
.
18
2.3.1
COLLAPS
MCHANISM
AND
LINK
DEFORMATION
DEMAND
OF
EBF
.
18
2.3.2
ENERGY
DISSIPATION
OF
MULTI
STORY
V-EBF
-
PLASTIC
CAPACITY
UNDER
SEVER
EARTHQUAKE
.
20
2.4
LATERAL
STIFFNESS
OF
V-EBF
.
24
2.5
THE
MAXIMUM
SHEAR
CAPACITY
OF
V-EBF
.
28
3
STABILITY
A
ITALY
SIS
OF
V-EBF
29
3.1
GENERAL
.
29
3.2
STABILITY
CONTROL
OF
CYCLIC
SHEAR
LINK
ELEMENT
.
29
3.3
OVERALL
STABILITY
OF
V-EBF
.
31
3.4
BUCKLING
ANALYSIS
.
34
3.4.1
PROCEDURE
OF
THE
NONLINEAR
BUCKLING
ANALYSIS
.
35
3.4.2
MODEL
FORMULATION
.
35
3.5
RESULTS
OF
NONLINEAR
BUCKLING
ANALYSIS
.
37
4
DESIGN
OF
FULL
SCALE
THREE
STORY
BUILDING
WITH
V-EBFS
TEST
SPECIMEN
,
TEST
SETUP
AND
LOADHISTORY
41
4.1
DESIGN
OF
TEST
SPECIMEN
.
41
4.2
OVERALL
STABILITY
OF
THE
TEST
SPECIMEN
.
48
4.3
INSTRUMENTATION
.
51
4.4
EXPERIMENTAL
TEST
SETUP
.
51
4.5
LOAD
HISTORY
.
52
5
ANALYTICAL
MODEL
OF
INELASTIC
SHEAR
LINK
ELEMENT
UNDER
CYCLIC
LOADING
55
5.1
GENERAL
.
55
.
5.2
CYCLIC
INELASTIC
SHEAR
LINK
MODEL
.
57
5.3
STRAIN
HARDENING
.
57
5.4
DETERMINATION
OF
PLASTIC
STIFFNESS
.
61
5.4.1
MODEL
CALIBRATION
.
63
6
THREE
STORY
V-EBF
TEST
RESULTS,
EVALUATION
AND
COMPARISON
WITH
INELASTIC
COMPUTER
MODEL
67
6.1
TEST
RESULTS
.
67
6.2
TEST
EVALUATION
.
72
6.3
COMPARISON
OF
TEST
RESULTS
WITH
ANALYTICAL
MODEL
.
78
7
DETAILED
TESTS
OF
SINGLE
VERTICAL
SHEAR
LINKS
UNDER
CYCLIC
LOADING
83
7.1
GENERAL
.
83
7.2
DESIGN
OF
THE
TEST
SETUP,
INSTRUMENTATION
AND
LOADING
PROGRAM
.
86
7.2.1
TEST
SETUP
.
86
7.2.2
INSTRUMENTATION
.
87
7.2.3
LOADING
PROGRAM
.
87
7.3
TEST
PROCEDURE
.
90
7.3.1
SPECIMEN
NO.
1
.
90
7.3.2
SPECIMEN
NO.
2
.
94
7.3.3
SPECIMEN
NO.
3
.
98
8
CORRELATIVE
STUDY
OF
ANALYTICAL
AND
EXPERIMENTAL
TEST
RESULTS,
SUMMARY,
CONCLUSION
AND
RECOMMENDATIONS
103
8.1
COMPARISON
OF
ANALYTICAL
MODEL
AND
EXPERIMENTAL
TEST
RESULTS
.
103
8.2
SUMMARY
OF
THE
SIGNIFICANT
CONSIDERATIONS
FROM
THE
VERTICAL
SHEAR
LINKS
STUDY
.
106
8.3
CONCLUSION
AND
RECOMMENDATIONS
.
110
8.3.1
GENERAL
.
110
8.3.2
CONCLUSION
.
110
8.3.3
RECOMMENDATIONS
.
ILL
9
EARTHQUAKE
DESIGN
OF
EIGHT
STORY
V-EBF
115
9.1
EARTHQUAKE
DESIGN
CONCEPT
.
115
9.2
V-EBF-EARTHQUAKE
DESIGN
PROCEDURE
.
115
115
9.2.1
SELECTION
OF
THE
RESISTANT
FRAME
9.2.2
BUILDING
DESCRIPTION
.
116
9.2.3
THE
CRITERIA
ON
CHOOSE
OF
VERTICAL
SHEAR
LINK
LENGTH
.
116
9.2.4
COMPUTATION
OF
EARTHQUAKE
LOADING
BASE
ON
THE
EC-8
RECOMMENDATION
.
116
9.2.4.1
GENERAL
.
116
9.2.4.2
COMPUTATION
OF
THE
BASE
SHEAR
-
INELASTIC
RESPONSE
SPECTRA
.
118
9.2.5
DESIGN
OF
STRUCTURAL
MEMBERS
OF
V-EBF
.
122
9.2.5.1
DESIGN
OF
VERTICAL
SHEAR
LINKS
.
122
9.2.5.2
DESIGN
OF
OTHER
ELEMENTS
OF
V-EBF
.
125
9.2.6
INTER
STORY
DRIFT
LIMITATION
AND
CONTROL
OF
2ND
ORDER
OR
P-DELTA
EFFECT
.
127
9.2.6.1
INTER
STORY
DRIFT
LIMITATION
.
127
9.2.6.2
CONTROL
OF
2ND
ORDER
EFFECTS
.
128
10
NONLINEAR
BEHAVIOR
OF
THE
V-EBF
UNDER
THE
EARTHQUAKE
EXCITATION
129
10.1
GENERAL
.
129
10.2
NUMERICAL
SIMULATION
AND
ANALYSIS
OF
THE
V-EBF
WITH
THE
DEVELOPED
INELASTIC
SHEAR
LINK
ELEMENT
.
130
10.2.1
DEFINITATION
OF
EQUATION
OF
MOTION
.
130
10.2.2
DETERMINATION
OF
THE
BUILDING
PERIOD
AND
DAMPING
MATRIX
PARAMETERS
.
132
10.2.3
EARTHQUAKE
TIME
HISTORY
ACCELEROGRAM
.
132
10.2.3.1
TABAS-IRAN,
SEPTEMBER
16,
1978
.
133
10.2.3.2
ELCENTRO-USA,
MAY
19,
1940
.
133
10.2.3.3
ARTIFICIAL
EARTHQUAKE
133
10.3
RESULTS,
NUMERICAL
ANALYSIS
.
135
10.4
CONCLUSION
.
152
BIBLIOGRAPHY
153 |
| any_adam_object | 1 |
| author | Vetr Tamijani, Mohammad Ghasem |
| author_facet | Vetr Tamijani, Mohammad Ghasem |
| author_role | aut |
| author_sort | Vetr Tamijani, Mohammad Ghasem |
| author_variant | t m g v tmg tmgv |
| building | Verbundindex |
| bvnumber | BV012546612 |
| classification_tum | BAU 427d BAU 166d |
| ctrlnum | (OCoLC)51092083 (DE-599)BVBBV012546612 |
| discipline | Bauingenieurwesen |
| format | Book |
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| genre | (DE-588)4113937-9 Hochschulschrift gnd-content |
| genre_facet | Hochschulschrift |
| id | DE-604.BV012546612 |
| illustrated | Illustrated |
| indexdate | 2024-08-16T01:18:49Z |
| institution | BVB |
| language | German |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-008519870 |
| oclc_num | 51092083 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-355 DE-BY-UBR DE-83 |
| owner_facet | DE-91 DE-BY-TUM DE-355 DE-BY-UBR DE-83 |
| physical | V, 156 S. Ill., graph. Darst. |
| publishDate | 1998 |
| publishDateSearch | 1998 |
| publishDateSort | 1998 |
| record_format | marc |
| spelling | Vetr Tamijani, Mohammad Ghasem Verfasser aut Seismic behavior, analysis and design of eccentrically braced frames with vertical shear links (V-EBFs) vorgelegt von Mohammad Ghasem Vetr Tamijani 1998 V, 156 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Darmstadt, Techn. Univ., Diss., 1998 Erdbebenbelastung (DE-588)4121210-1 gnd rswk-swf Rahmentragwerk (DE-588)4176886-3 gnd rswk-swf Exzentrische Bauweise (DE-588)4301819-1 gnd rswk-swf Geschossbau (DE-588)4136861-7 gnd rswk-swf Aussteifung (DE-588)4122858-3 gnd rswk-swf Stahlbau (DE-588)4056837-4 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Stahlbau (DE-588)4056837-4 s Geschossbau (DE-588)4136861-7 s Rahmentragwerk (DE-588)4176886-3 s Aussteifung (DE-588)4122858-3 s Exzentrische Bauweise (DE-588)4301819-1 s Erdbebenbelastung (DE-588)4121210-1 s DE-604 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=008519870&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Vetr Tamijani, Mohammad Ghasem Seismic behavior, analysis and design of eccentrically braced frames with vertical shear links (V-EBFs) Erdbebenbelastung (DE-588)4121210-1 gnd Rahmentragwerk (DE-588)4176886-3 gnd Exzentrische Bauweise (DE-588)4301819-1 gnd Geschossbau (DE-588)4136861-7 gnd Aussteifung (DE-588)4122858-3 gnd Stahlbau (DE-588)4056837-4 gnd |
| subject_GND | (DE-588)4121210-1 (DE-588)4176886-3 (DE-588)4301819-1 (DE-588)4136861-7 (DE-588)4122858-3 (DE-588)4056837-4 (DE-588)4113937-9 |
| title | Seismic behavior, analysis and design of eccentrically braced frames with vertical shear links (V-EBFs) |
| title_auth | Seismic behavior, analysis and design of eccentrically braced frames with vertical shear links (V-EBFs) |
| title_exact_search | Seismic behavior, analysis and design of eccentrically braced frames with vertical shear links (V-EBFs) |
| title_full | Seismic behavior, analysis and design of eccentrically braced frames with vertical shear links (V-EBFs) vorgelegt von Mohammad Ghasem Vetr Tamijani |
| title_fullStr | Seismic behavior, analysis and design of eccentrically braced frames with vertical shear links (V-EBFs) vorgelegt von Mohammad Ghasem Vetr Tamijani |
| title_full_unstemmed | Seismic behavior, analysis and design of eccentrically braced frames with vertical shear links (V-EBFs) vorgelegt von Mohammad Ghasem Vetr Tamijani |
| title_short | Seismic behavior, analysis and design of eccentrically braced frames with vertical shear links (V-EBFs) |
| title_sort | seismic behavior analysis and design of eccentrically braced frames with vertical shear links v ebfs |
| topic | Erdbebenbelastung (DE-588)4121210-1 gnd Rahmentragwerk (DE-588)4176886-3 gnd Exzentrische Bauweise (DE-588)4301819-1 gnd Geschossbau (DE-588)4136861-7 gnd Aussteifung (DE-588)4122858-3 gnd Stahlbau (DE-588)4056837-4 gnd |
| topic_facet | Erdbebenbelastung Rahmentragwerk Exzentrische Bauweise Geschossbau Aussteifung Stahlbau Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=008519870&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT vetrtamijanimohammadghasem seismicbehavioranalysisanddesignofeccentricallybracedframeswithverticalshearlinksvebfs |