Damage potential of seismic ground motion considering local site effects: = Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte
Gespeichert in:
1. Verfasser: | |
---|---|
Format: | Buch |
Sprache: | English |
Veröffentlicht: |
Weimar
Univ.-Verl.
2004
|
Schriftenreihe: | Scientific technical reports / Earth Damage Analysis Center, Bauhaus University Weimar
1 |
Schlagworte: | |
Online-Zugang: | Inhaltsverzeichnis |
Beschreibung: | Zugl.: Weimar, Bauhausuniv., Diss., 2004 |
Beschreibung: | 293 S. Ill., graph. Darst., Kt. |
ISBN: | 386068227X |
Internformat
MARC
LEADER | 00000nam a2200000 cb4500 | ||
---|---|---|---|
001 | BV020038360 | ||
003 | DE-604 | ||
005 | 20051031 | ||
007 | t | ||
008 | 050920s2004 abd| |||| 00||| eng d | ||
020 | |a 386068227X |9 3-86068-227-X | ||
035 | |a (OCoLC)76560208 | ||
035 | |a (DE-599)BVBBV020038360 | ||
040 | |a DE-604 |b ger |e rakwb | ||
041 | 0 | |a eng | |
049 | |a DE-12 | ||
084 | |a ZI 3480 |0 (DE-625)156391: |2 rvk | ||
100 | 1 | |a Lang, Dominik H. |d 1974- |e Verfasser |0 (DE-588)129563927 |4 aut | |
245 | 1 | 0 | |a Damage potential of seismic ground motion considering local site effects |b = Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte |c von Dominik H. Lang |
246 | 1 | 3 | |a Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte |
246 | 1 | 1 | |a Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte |
264 | 1 | |a Weimar |b Univ.-Verl. |c 2004 | |
300 | |a 293 S. |b Ill., graph. Darst., Kt. | ||
336 | |b txt |2 rdacontent | ||
337 | |b n |2 rdamedia | ||
338 | |b nc |2 rdacarrier | ||
490 | 1 | |a Scientific technical reports / Earth Damage Analysis Center, Bauhaus University Weimar |v 1 | |
500 | |a Zugl.: Weimar, Bauhausuniv., Diss., 2004 | ||
650 | 0 | 7 | |a Stahlbetonbau |0 (DE-588)4056842-8 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Erdbebenschaden |0 (DE-588)4328301-9 |2 gnd |9 rswk-swf |
650 | 0 | 7 | |a Geschossbau |0 (DE-588)4136861-7 |2 gnd |9 rswk-swf |
689 | 0 | 0 | |a Erdbebenschaden |0 (DE-588)4328301-9 |D s |
689 | 0 | 1 | |a Geschossbau |0 (DE-588)4136861-7 |D s |
689 | 0 | 2 | |a Stahlbetonbau |0 (DE-588)4056842-8 |D s |
689 | 0 | |5 DE-604 | |
810 | 2 | |a Earth Damage Analysis Center, Bauhaus University Weimar |t Scientific technical reports |v 1 |w (DE-604)BV020038333 |9 1 | |
856 | 4 | 2 | |m GBV Datenaustausch |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=013359470&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
999 | |a oai:aleph.bib-bvb.de:BVB01-013359470 |
Datensatz im Suchindex
_version_ | 1804133609020325888 |
---|---|
adam_text | * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
* * 2 S E I S M I C G R O U N D M O T I O N D A T A 9 * 2 . 1
A M B I E N T S E I S M I C N O I S E (MICROTREMORS) 9* 2 . 1 . 1
T E R M S A N D D E S C R I P T I O N S 9 * 2 . 1 . 2 I N F
L U E N C I N G P A R A M E T E R S 10 * 2 . 1 . 3 P R A C T I
C A L A P P L I C A T I O N 1 2 * 2 . 2 W E A K A N D S T R O N
G M O T I O N D A T A O F E A R T H Q U A K E S 1 5 * 2 . 2
. 1 E A R T H Q U A K E S A N D S E I S M I C W A V E S 1 5 * 2
. 2 . 2 E A R T H Q U A K E G R O U N D M O T I O N 1 7 * 2 . 2
. 3 F R E Q U E N C Y C H A R A C T E R I S T I C S O F E A R T
H Q U A K E G R O U N D M O T I O N 1 9 * 2 . 2 . 3 . 1 T H E I
M P A C T O F M A G N I T U D E , M 1 9 * 2 . 2 . 3 . 2 T
H E I M P A C T O F S E I S M I C S O U R C E D I S T A N C E ,
D. 21* 2 . 2 . 3 . 3 P R E D O M I N A N T F R E Q U E N C Y O F
E A R T H Q U A K E G R O U N D M O T I O N . J J , 2 2 * 2
. 3 A P P L I C A B I L I T Y O F S E I S M I C G R O U N D M O
T I O N D A T A 2 4 * 2 . 4 A V A I L A B L E D A T A B A S E A
N D S E I S M I C R E C O R D I N G S T A T I O N S 2 5 * 3 A M
P L I F I C A T I O N P O T E N T I A L O F L O C A L S U B S O I L 2
7 * 3 . 1 T R A N S F E R C H A R A C T E R I S T I C S O F
L O C A L S U B S O I L 2 7 * 3 . 1 . 1 S O I L - D E S C
R I B I N G P A R A M E T E R S . 2 8 * 3 . 1 . 2 M O D E L - B
A S E D C H A R A C T E R I Z A T I O N 3 0 * 3 . 1 . 3 I N
F L U E N C I N G E F F E C T S 3 1 * 3 . 1 . 3 . 1 P R E S E N
C E O F S E D I M E N T A R Y S O I L L A Y E R ( S ) 3 1 *
3 . 1 . 3 . 2 N O N L I N E A R B E H A V I O R O F S O F
T S O I L S 3 3 * 3 . 1 . 3 . 3 S U R F A C E A N D S U B S U R
F A C E T O P O G R A P H Y 3 7 * 3 . 2 A N A L Y T I C A L M E
T H O D S ( T H E O R E T I C A L ) . 4 0 * 3 . 2 . 1 T H E O R
E T I C A L T R A N S F E R F U N C T I O N O F O N E - D I M E N
S I O N A L S U B S O I L P R O F I L E S . 4 0 * 3 . 2 . 2
T H E O R E T I C A L H N - R A T I O O F R A Y L E I G H W A V
E S . 4 2 * 3 . 3 I N S T R U M E N T A L M E T H O D S ( E X P
E R I M E N T A L , E M P I R I C A L ) . 4 6 * 3 . 3 . 1 S P E
C T R A L A M P L I F I C A T I O N F U N C T I O N M E T H O D (
S A / A ) O N E A R T H Q U A K E D A T A 4 6 * 3 . 3 . 2 F O U
R I E R A M P L I T U D E S P E C T R A M E T H O D ( FA S ) O N M
I C R O T R E M O R D A T A 4 9 * 3 . 3 . 3 S T A N D A R D
S P E C T R A L R A T I O M E T H O D ( S E D I M E N T - R O C K
S P E C T R A L R A T I O S R S R ) 5 2 * 3 . 3 . 3 . 1 A P P L
I C A T I O N O F S R S R T O E A R T H Q U A K E D A T A 5 2 *
3 . 3 . 3 . 2 A P P L I C A T I O N O F S R S R T O M I C
R O T R E M O R D A T A 5 7 * 3 . 3 . 4 H O R I Z O N T A L
T O V E R T I C A L S P E C T R A L R A T I O M E T H O D (HN) 5 8 *
3 . 3 . 4 . 1 A P P L I C A T I O N O F H N - M E T H O D T
O M I C R O T R E M O R D A T A ( H V N R ) 5 8 * 3 . 3 . 4
. 2 A P P L I C A T I O N O F H N - M E T H O D T O E A R T H Q
U A K E D A T A ( H V S R ) 6 4 * 3 . 3 . 5 S U R F A C E - B O
R E H O L E S P E C T R A L R A T I O M E T H O D ( S B S R ) O N E A
R T H Q U A K E D A T A 7 1 * 3 . 4 E V A L U A T I O N O F
T H E D I F F E R E N T S I T E R E S P O N S E E S T I M A T I O N T
E C H N I Q U E S 7 2 * 4 E X P E R I M E N T A L S E I S M
I C S I T E C L A S S I F I C A T I O N 7 7 * 4 . 1 P U R P
O S E O F S I T E C L A S S I F I C A T I O N 7 7 * 4 . 2
S I T E C L A S S I F I C A T I O N S C H E M E S 7 8 * 4
. 2 . 1 S T I F F N E S S - R E L A T E D C L A S S I F I C A T I
O N S C H E M E S 7 9 * 4 . 2 . 2 S T I F F N E S S - A N D - D
E P T H - R E L A T E D C L A S S I F I C A T I O N S C H E M E S
8 1 * 4 . 2 . 3 H Y B R I D S I T E C L A S S I F I C A T I O N
S C H E M E S 8 3 * 4.3 MESS/AS - M E T H O D O F A N
E X P E R I M E N T A L S E I S M I C SITE A S S E S S M E N T
8 4 * 4 . 3 . 1 S I T E C L A S S I F I C A T I O N P R O C
E D U R E 8 6 * 4 . 3 . 2 MESS/AS S I G N I F I C A N C E I N
A N E N G I N E E R I N G A N A L Y S I S O F S T R U C T U
R A L D A M A G E 9 0 * 5 S T R U C T U R A L D A M A G E
A N D S I T E - D E P E N D E N T S E I S M I C A C T I O N
9 3 * 5 . 1 I N T E R P R E T A T I O N P R O C E D U R E O
F S T R U C T U R A L E A R T H Q U A K E D A M A G E 9 3 * 5 .
1 . 1 O B S E R V A T I O N S O F E A R T H Q U A K E - I N D U C E D
E F F E C T S I N R E G I O N S O F H I G H S E I S M I C I T Y 9
3 * 5 . 1 . 2 P R O C E D U R E A N D B A S I C P R I N C I P L E
S 9 4 * 5 . 1 . 3 S E L E C T E D D A M A G E C A S E S F O R F
U R T H E R I N V E S T I G A T I O N S 9 8 * 5 . 2 S T R U C T
U R A L P E R F O R M A N C E U N D E R D Y N A M I C E X C I T A
T I O N 1 0 3 * 5 . 2 . 1 S T R U C T U R A L M O D E L I N G
1 0 3 * 5 . 2 . 1 . 1 R E G U L A T I O N S A N D M O D E L I N
G R U L E S 1 0 3 * 5 . 2 . 1 . 2 E X P E R I M E N T A L I
D E N T I F I C A T I O N O F T H E D Y N A M I C B U I L D I N G
C H A R A C T E R I S T I C S 1 0 4 * 5 . 2 . 1 . 3 C A L I B R
A T I O N O F T H E S T R U C T U R A L M O D E L . . 1 0 8 *
5 . 2 . 2 N O N L I N E A R S T A T I C P U S H O V E R
A N A L Y S I S 1 1 0 * 5 . 2 . 2 . 1 S T R U C T U R A L
C A P A C I T Y 1 1 0 * 5 . 2 . 2 . 2 S E I S M I C D E M A N D
1 1 2 * 5 . 3 S P E C I F I C A T I O N O F T H E S E I S
M I C D E M A N D 1 1 4 * 5 . 3 . 1 I D E N T I F I C A T I O N
O F L O C A L S U B S O I L C O N D I T I O N S 1 1 5 * 5 .
3 . 2 D A M A G E - I N D U C I N G D E M A N D L E V E L . . 1
1 6 * 5 . 3 . 2 . 1 R E C O R D I N G S O F E A R T H Q U A
K E G R O U N D M O T I O N 1 1 6 * 5 . 3 . 2 . 2 G R O U N D M
O T I O N P R E D I C T I O N T H R O U G H A T T E N U A T I O N
L A W S 1 1 7 * 5 . 3 . 2 . 3 I N T E N S I T Y C O R R E L
A T I O N R E L A T I O N S H I P S 1 1 9 * 5 . 3 . 3 C O D
E - C O N S I S T E N T D E M A N D L E V E L 1 2 2 * 5 . 3 . 3
. 1 D E S I G N S P E C T R A A C C O R D I N G T O T H E V E N E
Z U E L A N S E I S M I C C O D E 1 2 2 * 5 . 3 . 3 . 2 D E
S I G N S P E C T R A A C C O R D I N G T O T H E T U R K I S H S
E I S M I C C O D E 1 2 3 * 5.3.3.3 DESIGN SPECTRA ACCORDING TO
THE GERMAN SEISMIC CODE 125* 5.3.4 COMPILATION OF SEISMIC DEMAND LEVEL
FOR THE DIFFERENT DAMAGE CASES 126* 5.4 CLASSIFICATION OF STRUCTURAL
DAMAGE 127* 5.4.1 THE DESCRIPTIVE CONCEPT OF THE EMS-98 127* 5.4.2 THE
EMPIRICAL CONCEPT IN HAZUS99 130* 5.4.3 THE CONCEPT OF STATES OF
STRUCTURAL DAMAGE PATTERN (DP) 132* 5.5 ESTABLISHING THE DAMAGE
POTENTIAL OF SEISMIC GROUND MOTION 136* 5.5.1 CUSTOMARY CONCEPTS 136*
5.5.2 FORMULATION OF AN ALTERNATIVE CONCEPT FOR DAMAGE POTENTIAL
ESTIMATION 138* 5.5.2.1 STEP 1: STRUCTURAL CAPACITY 140* 5.5.2.2 STEP 2:
STATE OF ACTUAL DAMAGE PATTERN 141* 5.5.2.3 STEP 3: INFLUENCE OFLOCA1
SITE AND SUBSOIL CONDITIONS .142* 5.5.2.4 STEP 4: STRUCTURAL PERFORMANCE
UNDER SEISMIC ACTION 143* 5.5.2.5 STEP 5: SPECIFICATION OF THE DAMAGE
POTENTIAL.. .146* 6 DAMAGE POTENTIAL OF SEISMIC GROUND MOTION 147* 6.1
OVERVIEW OF CASE STUDIES 147* 6.2 CASE STUDY: SULTANDAGI (SUL) 151*
6.2.1 STEP 1: STRUCTURAL CAPACITY 151* 6.2.2 STEP 2: STATE OF ACTUAL
DAMAGE PATTERN 152* 6.2.3 STEP 3: INFLUENCE OFLOCA1 SITE AND SUBSOIL
CONDITIONS 154* 6.2.4 STEP 4: STRUCTURAL PERFORMANCE UNDER SEISMIC
ACTION 155* 6.2.5 STEP 5: SPECIFICATION OF THE DAMAGE POTENTIAL.. 157*
6.3 CASE STUDY: IZMIT-2A (IZT-2A) 159* 6.3.1 STEP 1: STRUCTURAL CAPACITY
159* 6.3.2 STEP 2: STATE OF ACTUAL DAMAGE PATTERN 160* 6.3.3 STEP 3:
INFLUENCE OFLOCA1 SUBSOIL CONDITIONS 162* 6.3.4 STEP 4: STRUCTURAL
PERFORMANCE UNDER SEISMIC ACTION 163* 6.3.5 STEP 5: SPECIFICATION OF THE
DAMAGE POTENTIAL.. 164* 7 SUMMARY AND CONCLUSIONS 167* SYMBOLS AND
ABBREVIATIONS 173* REFERENCES 177* STANDARDS AND GUIDELINES 193* ANNEX 1
195* ANNEX 2 223* ANNEX 3 231* ANNEX 4 237* ANNEX 5 255*
|
any_adam_object | 1 |
author | Lang, Dominik H. 1974- |
author_GND | (DE-588)129563927 |
author_facet | Lang, Dominik H. 1974- |
author_role | aut |
author_sort | Lang, Dominik H. 1974- |
author_variant | d h l dh dhl |
building | Verbundindex |
bvnumber | BV020038360 |
classification_rvk | ZI 3480 |
ctrlnum | (OCoLC)76560208 (DE-599)BVBBV020038360 |
discipline | Bauingenieurwesen |
format | Book |
fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>02040nam a2200421 cb4500</leader><controlfield tag="001">BV020038360</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">20051031 </controlfield><controlfield tag="007">t</controlfield><controlfield tag="008">050920s2004 abd| |||| 00||| eng d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">386068227X</subfield><subfield code="9">3-86068-227-X</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)76560208</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BVBBV020038360</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-12</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">ZI 3480</subfield><subfield code="0">(DE-625)156391:</subfield><subfield code="2">rvk</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Lang, Dominik H.</subfield><subfield code="d">1974-</subfield><subfield code="e">Verfasser</subfield><subfield code="0">(DE-588)129563927</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Damage potential of seismic ground motion considering local site effects</subfield><subfield code="b">= Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte</subfield><subfield code="c">von Dominik H. Lang</subfield></datafield><datafield tag="246" ind1="1" ind2="3"><subfield code="a">Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte</subfield></datafield><datafield tag="246" ind1="1" ind2="1"><subfield code="a">Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Weimar</subfield><subfield code="b">Univ.-Verl.</subfield><subfield code="c">2004</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">293 S.</subfield><subfield code="b">Ill., graph. Darst., Kt.</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">Scientific technical reports / Earth Damage Analysis Center, Bauhaus University Weimar</subfield><subfield code="v">1</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Zugl.: Weimar, Bauhausuniv., Diss., 2004</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Stahlbetonbau</subfield><subfield code="0">(DE-588)4056842-8</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Erdbebenschaden</subfield><subfield code="0">(DE-588)4328301-9</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Geschossbau</subfield><subfield code="0">(DE-588)4136861-7</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="689" ind1="0" ind2="0"><subfield code="a">Erdbebenschaden</subfield><subfield code="0">(DE-588)4328301-9</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="1"><subfield code="a">Geschossbau</subfield><subfield code="0">(DE-588)4136861-7</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="2"><subfield code="a">Stahlbetonbau</subfield><subfield code="0">(DE-588)4056842-8</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2=" "><subfield code="5">DE-604</subfield></datafield><datafield tag="810" ind1="2" ind2=" "><subfield code="a">Earth Damage Analysis Center, Bauhaus University Weimar</subfield><subfield code="t">Scientific technical reports</subfield><subfield code="v">1</subfield><subfield code="w">(DE-604)BV020038333</subfield><subfield code="9">1</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="m">GBV 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=013359470&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:BVB01-013359470</subfield></datafield></record></collection> |
id | DE-604.BV020038360 |
illustrated | Illustrated |
indexdate | 2024-07-09T20:11:26Z |
institution | BVB |
isbn | 386068227X |
language | English |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-013359470 |
oclc_num | 76560208 |
open_access_boolean | |
owner | DE-12 |
owner_facet | DE-12 |
physical | 293 S. Ill., graph. Darst., Kt. |
publishDate | 2004 |
publishDateSearch | 2004 |
publishDateSort | 2004 |
publisher | Univ.-Verl. |
record_format | marc |
series2 | Scientific technical reports / Earth Damage Analysis Center, Bauhaus University Weimar |
spelling | Lang, Dominik H. 1974- Verfasser (DE-588)129563927 aut Damage potential of seismic ground motion considering local site effects = Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte von Dominik H. Lang Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte Weimar Univ.-Verl. 2004 293 S. Ill., graph. Darst., Kt. txt rdacontent n rdamedia nc rdacarrier Scientific technical reports / Earth Damage Analysis Center, Bauhaus University Weimar 1 Zugl.: Weimar, Bauhausuniv., Diss., 2004 Stahlbetonbau (DE-588)4056842-8 gnd rswk-swf Erdbebenschaden (DE-588)4328301-9 gnd rswk-swf Geschossbau (DE-588)4136861-7 gnd rswk-swf Erdbebenschaden (DE-588)4328301-9 s Geschossbau (DE-588)4136861-7 s Stahlbetonbau (DE-588)4056842-8 s DE-604 Earth Damage Analysis Center, Bauhaus University Weimar Scientific technical reports 1 (DE-604)BV020038333 1 GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=013359470&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
spellingShingle | Lang, Dominik H. 1974- Damage potential of seismic ground motion considering local site effects = Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte Stahlbetonbau (DE-588)4056842-8 gnd Erdbebenschaden (DE-588)4328301-9 gnd Geschossbau (DE-588)4136861-7 gnd |
subject_GND | (DE-588)4056842-8 (DE-588)4328301-9 (DE-588)4136861-7 |
title | Damage potential of seismic ground motion considering local site effects = Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte |
title_alt | Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte |
title_auth | Damage potential of seismic ground motion considering local site effects = Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte |
title_exact_search | Damage potential of seismic ground motion considering local site effects = Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte |
title_full | Damage potential of seismic ground motion considering local site effects = Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte von Dominik H. Lang |
title_fullStr | Damage potential of seismic ground motion considering local site effects = Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte von Dominik H. Lang |
title_full_unstemmed | Damage potential of seismic ground motion considering local site effects = Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte von Dominik H. Lang |
title_short | Damage potential of seismic ground motion considering local site effects |
title_sort | damage potential of seismic ground motion considering local site effects schadenspotential seismischer bodenbewegung unter berucksichtigung lokaler standorteffekte |
title_sub | = Schadenspotential seismischer Bodenbewegung unter Berücksichtigung lokaler Standorteffekte |
topic | Stahlbetonbau (DE-588)4056842-8 gnd Erdbebenschaden (DE-588)4328301-9 gnd Geschossbau (DE-588)4136861-7 gnd |
topic_facet | Stahlbetonbau Erdbebenschaden Geschossbau |
url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=013359470&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
volume_link | (DE-604)BV020038333 |
work_keys_str_mv | AT langdominikh damagepotentialofseismicgroundmotionconsideringlocalsiteeffectsschadenspotentialseismischerbodenbewegungunterberucksichtigunglokalerstandorteffekte AT langdominikh schadenspotentialseismischerbodenbewegungunterberucksichtigunglokalerstandorteffekte |