Vibration problems in structures: practical guidelines
Gespeichert in:
| Format: | Buch |
|---|---|
| Sprache: | English |
| Veröffentlicht: |
Basel u.a.
Birkhäuser
1995
|
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | Literaturverz. S. 223 - 225 |
| Beschreibung: | XVII, 234 S. Ill., graph. Darst. |
| ISBN: | 3764351489 0817651489 |
Internformat
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| 245 | 1 | 0 | |a Vibration problems in structures |b practical guidelines |c Hugo Bachmann ... |
| 264 | 1 | |a Basel u.a. |b Birkhäuser |c 1995 | |
| 300 | |a XVII, 234 S. |b Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 500 | |a Literaturverz. S. 223 - 225 | ||
| 650 | 7 | |a Constructions - Dynamique |2 ram | |
| 650 | 7 | |a Vibrations |2 ram | |
| 650 | 4 | |a Structural dynamics | |
| 650 | 4 | |a Vibration | |
| 650 | 0 | 7 | |a Schwingung |0 (DE-588)4053999-4 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Mechanische Schwingung |0 (DE-588)4138305-9 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Bauwerk |0 (DE-588)4112681-6 |2 gnd |9 rswk-swf |
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| 689 | 0 | 1 | |a Schwingung |0 (DE-588)4053999-4 |D s |
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| 689 | 1 | 0 | |a Mechanische Schwingung |0 (DE-588)4138305-9 |D s |
| 689 | 1 | |8 1\p |5 DE-604 | |
| 700 | 1 | |a Bachmann, Hugo |e Sonstige |4 oth | |
| 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=006574376&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 883 | 1 | |8 1\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk | |
| 943 | 1 | |a oai:aleph.bib-bvb.de:BVB01-006574376 | |
Datensatz im Suchindex
| _version_ | 1807502661587566592 |
|---|---|
| adam_text |
CONTENTS
CHAPTERS
1
VIBRATIONS
INDUCED
BY
PEOPLE
1.1
PEDESTRIAN
BRIDGES
1.2
FLOORS
WITH
WALKING
PEOPLE
1.3
FLOORS
FOR
SPORT
OR
DANCE
ACTIVITIES
1.4
FLOORS
WITH
FIXED
SEATING
AND
SPECTATOR
GALLERIES
1.5
HIGH-DIVING
PLATFORMS
2
MACHINERY-INDUCED
VIBRATIONS
2.1
MACHINE
FOUNDATIONS
AND
SUPPORTS
2.2
BELL
TOWERS
2.3
STRUCTURE-BORNE
SOUND
2.4
GROUND-TRANSMITTED
VIBRATIONS
3
WIND-INDUCED
VIBRATIONS
3.1
BUILDINGS
3.2
TOWERS
3.3
CHIMNEYS
AND
MASTS
3.4
GUYED
MASTS
3.5
PYLONS
3.6
SUSPENSION
AND
CABLE-STAYED
BRIDGES
3.7
CANTILEVERED
ROOFS
4
VIBRATIONS
INDUCED
BY
TRAFFIC
AND
CONSTRUCTION
ACTIVITY
4.1
ROADS
4.2
RAILWAYS
4.3
BRIDGES
4.4
CONSTRUCTION
WORK
APPENDICES
A
BASIC
VIBRATION
THEORY
AND
ITS
APPLICATION
TO
BEAMS
AND
PLATES
B
DECIBEL
SCALES
C
DAMPING
D
TUNED
VIBRATION
ABSORBERS
E
WAVE
PROPAGATION
F
BEHAVIOUR
OF
CONCRETE
AND
STEEL
UNDER
DYNAMIC
ACTIONS
G
DYNAMIC
FORCES
FROM
RHYTHMICAL
HUMAN
BODY
MOTIONS
H
DYNAMIC
EFFECTS
FROM
WIND
I
HUMAN
RESPONSE
TO
VIBRATIONS
J
BUILDING
RESPONSE
TO
VIBRATIONS
TABLE
OF
CONTENTS
PREFACE
.
V
CONTENTS
.
VII
1
VIBRATIONS
INDUCED
BY
PEOPLE
.
1
1.1
PEDESTRIAN
BRIDGES
.
2
1.1.1
PROBLEM
DESCRIPTION
.
2
1.1.2
DYNAMIC
ACTIONS
.
2
1.1.3
STRUCTURAL
CRITERIA
.
3
A)
NATURAL
FREQUENCIES
.
3
B)
DAMPING
.
4
C)
STIFFNESS
.
5
1.1.4
EFFECTS
.
5
1.1.5
TOLERABLE
VALUES
.
6
1.1.6
SIMPLE
DESIGN
RULES
.
6
A)
TUNING
METHOD
.
6
B)
CODE
METHOD
.
6
C)
CALCULATION
OF
UPPER
BOUND
RESPONSE
FOR
ONE
PEDESTRIAN
.
V
.
7
D)
EFFECTS
OF
SEVERAL
PEDESTRIANS
.
8
1.1.7
MORE
ADVANCED
DESIGN
RULES
.
8
1.1.8
REMEDIAL
MEASURES
.
9
A)
STIFFENING
.
9
B)
INCREASED
DAMPING
.
9
C)
VIBRATION
ABSORBERS
.
10
1.2
FLOORS
WITH
WALKING
PEOPLE
.
11
1.2.1
PROBLEM
DESCRIPTION
.
11
1.2.2
DYNAMIC
ACTIONS
.
11
1.2.3
STRUCTURAL
CRITERIA
.
11
A)
NATURAL
FREQUENCIES
.
11
B)
DAMPING
.
12
1.2.4
EFFECTS
.
12
1.2.5
TOLERABLE
VALUES
.
12
1.2.6
SIMPLE
DESIGN
RULES
.
12
A)
HIGH
TUNING
METHOD
.
12
B)
HEEL
IMPACT
METHOD
.
13
1.2.7
MORE
ADVANCED
DESIGN
RULES
.
17
1.2.8
REMEDIAL
MEASURES
.
17
A)
SHIFT
OF
THE
NATURAL
FREQUENCY
.
17
B)
NON-STRUCTURAL
ELEMENTS
.
17
X
T
ABLE
OF
C
ONTENTS
1.3
FLOORS
FOR
SPORT
OR
DANCE
ACTIVITIES
.
18
1.3.1
PROBLEM
DESCRIPTION
.
18
1.3.2
DYNAMIC
ACTIONS
.
18
1.3.3
STRUCTURAL
CRITERIA
.
19
A)
NATURAL
FREQUENCIES
.
19
B)
DAMPING
.
19
1.3.4
EFFECTS
.
19
1.3.5
TOLERABLE
VALUES
.
20
1.3.6
SIMPLE
DESIGN
RULES
.
20
1.3.7
MORE
ADVANCED
DESIGN
RULES
.
21
1.3.8
REMEDIAL
MEASURES
.
21
A)
RAISING
THE
NATURAL
FREQUENCY
BY
MEANS
OF
ADDED
STIFFNESS
.
21
B)
INCREASING
STRUCTURAL
DAMPING
.
21
C)
USE
OF
VIBRATION
ABSORBERS
.
21
1.4
FLOORS
WITH
FIXED
SEATING
AND
SPECTATOR
GALLERIES
.
22
1.4.1
PROBLEM
DESCRIPTION
.
22
1.4.2
DYNAMIC
ACTIONS
.
22
1.4.3
STRUCTURAL
CRITERIA
.
23
A)
NATURAL
FREQUENCIES
.
23
B)
DAMPING
.
23
1.4.4
EFFECTS
.
23
1.4.5
TOLERABLE
VALUES
.
23
1.4.6
SIMPLE
DESIGN
RULES
.
24
1.4.7
MORE
ADVANCED
DESIGN
RULES
.
24
1.4.8
REMEDIAL
MEASURES
.
24
YY
1.5
HIGH-DIVING
PLATFORMS
.
25
1.5.1
PROBLEM
DESCRIPTION
.
25
1.5.2
DYNAMIC
ACTIONS
.
25
1.5.3
STRUCTURAL
CRITERIA
.
25
A)
NATURAL
FREQUENCIES
.
25
B)
DAMPING
.
25
1.5.4
EFFECTS
.
26
1.5.5
TOLERABLE
VALUES
.
26
1.5.6
SIMPLE
DESIGN
RULES
.
26
A)
STIFFNESS
CRITERIA
.
26
B)
FREQUENCY
CRITERIA
.
27
1.5.7
MORE
ADVANCED
DESIGN
RULES
.
27
1.5.8
REMEDIAL
MEASURES
.
27
REFERENCES
TO
CHAPTER
1
.
28
2
MACHINERY-INDUCED
VIBRATIONS
.
29
2.1
MACHINE
FOUNDATIONS
AND
SUPPORTS
.
30
2.1.1
PROBLEM
DESCRIPTION
.
30
2.1.2
DYNAMIC
ACTIONS
.
31
A)
CAUSES
.
31
B)
PERIODIC
EXCITATION
.
32
C)
TRANSIENT
EXCITATION
.
34
D)
STOCHASTIC
EXCITATION
.
35
T
ABLE
OF
C
ONTENTS
XI
2.1.3
STRUCTURAL
CRITERIA
.
36
A)
NATURAL
FREQUENCIES
.
36
B)
DAMPING
.
36
2.1.4
EFFECTS
.
36
A)
EFFECTS
ON
STRUCTURES
.
36
B)
EFFECTS
ON
PEOPLE
.
36
C)
EFFECTS
ON
MACHINERY
AND
INSTALLATIONS
.
37
D)
EFFECTS
DUE
TO
STRUCTURE-BORNE
SOUND
.
37
2.1.5
TOLERABLE
VALUES
.
37
A)
GENERAL
ASPECTS
.
37
B)
STRUCTURAL
CRITERIA
.
37
C)
PHYSIOLOGICAL
CRITERIA
.
39
D)
PRODUCTION-QUALITY
CRITERIA
.
39
E)
TOLERABLE
VALUES
RELATIVE
TO
STRUCTURE-BORNE
SOUND
.
39
2.1.6 SIMPLE
DESIGN
RULES
.
39
A)
GENERAL
.
39
B)
DATA
DESIRABLE
FOR
THE
DESIGN
OF
MACHINE
SUPPORTS
.
40
C)
MEASURES
FOR
ROTATING
OR
OSCILLATING
MACHINES
.
41
D)
MEASURES
FOR
MACHINES
WITH
IMPACTING
PARTS
.
46
E)
RULES
FOR
DETAILING
AND
CONSTRUCTION
.
47
2.1.7
MORE
ADVANCED
DESIGN
RULES
.
48
2.1.8
REMEDIAL
MEASURES
.
49
2.2
BELL
TOWERS
.
50
2.2.1
PROBLEM
DESCRIPTION
.
*
.
50
2.2.2
DYNAMIC
ACTIONS
.
50
2.2.3
STRUCTURAL
CRITERIA
.
52
A)
NATURAL
FREQUENCIES
.
52
B)
DAMPING
.
52
2.2.4
EFFECTS
.
52
2.2.5
TOLERABLE
VALUES
.
52
2.2.6
SIMPLE
DESIGN
RULES
.
53
2.2.7
MORE
ADVANCED
DESIGN
RULES
.
53
2.2.8
REMEDIAL
MEASURES
.
54
2.3
STRUCTURE-BORNE
SOUND
.
56
2.3.1
PROBLEM
DESCRIPTION
.
56
2.3.2
DYNAMIC
ACTIONS
.
56
2.3.3
STRUCTURAL
CRITERIA
.
56
2.3.4
EFFECTS
.
57
2.3.5
TOLERABLE
VALUES
.
57
2.3.6
SIMPLE
DESIGN
RULES
.
57
A)
INFLUENCING
THE
INITIATION
.
58
B)
INFLUENCING
THE
TRANSMISSION
.
58
2.3.7
MORE
ADVANCED
DESIGN
RULES
.
65
2.3.8
REMEDIAL
MEASURES
.
65
2.4
GROUND-TRANSMITTED
VIBRATIONS
.
66
2.4.1
PROBLEM
DESCRIPTION
.
66
2.4.2
DYNAMIC
ACTIONS
.
67
XII
T
ABLE
OF
C
ONTENTS
2.4.3
STRUCTURAL
CRITERIA
.
67
A)
NATURAL
FREQUENCIES
.
67
B)
DAMPING
.
67
2.4.4
EFFECTS
.
68
2.4.5
TOLERABLE
VALUES
.
68
2.4.6
SIMPLE
DESIGN
RULES
.
68
A)
EMISSION
.
68
B)
TRANSMISSION
.
69
C)
IMMISSION
.
69
2.4.7
MORE
ADVANCED
DESIGN
RULES
.
69
2.4.8
REMEDIAL
MEASURES
.
70
REFERENCES
TO
CHAPTER
2
.
71
3
WIND-INDUCED
VIBRATIONS
.
73
3.1
BUILDINGS
.
74
3.1.1
PROBLEM
DESCRIPTION
.
74
3.1.2
DYNAMIC
ACTIONS
.
75
3.1.3
STRUCTURAL
CRITERIA
.
75
A)
NATURAL
FREQUENCIES
.
75
B)
DAMPING
.
75
C)
STIFFNESS
.
76
3.1.4
EFFECTS
.
76
3.1.5
TOLERABLE
VALUES
.
77
3.
1!6
SIMPLE
DESIGN
RULES
.
77
3.1.7
MORE
ADVANCED
DESIGN
RULES
.
78
3.1.8
REMEDIAL
MEASURES
.
K
.
78
A)
INSTALLATION
OF
DAMPING
ELEMENTS
.
78
B)
VIBRATION
ABSORBERS
.
78
3.2
TOWERS
.
80
3.2.1
PROBLEM
DESCRIPTION
.
80
3.2.2
DYNAMIC
ACTIONS
.
81
3.2.3
STRUCTURAL
CRITERIA
.
82
A)
NATURAL
FREQUENCIES
.
82
B)
DAMPING
.
82
C)
STIFFNESS
.
83
3.2.4
EFFECTS
.
83
3.2.5
TOLERABLE
VALUES
.
84
3.2.6
SIMPLE
DESIGN
RULES
.
84
3.2.7
MORE
ADVANCED
DESIGN
RULES
.
84
3.2.8
REMEDIAL
MEASURES
.
85
3.3
CHIMNEYS
AND
MASTS
.
86
3.3.1
PROBLEM
DESCRIPTION
.
86
3.3.2
DYNAMIC
ACTIONS
.
86
3.3.3
STRUCTURAL
CRITERIA
.
89
A)
NATURAL
FREQUENCIES
.
89
B)
DAMPING
.
90
T
ABLE
OF
C
ONTENTS
XIII
3.3.4
EFFECTS
.
90
3.3.5
TOLERABLE
VALUES
.
90
3.3.6
SIMPLE
DESIGN
RULES
.
91
3.3.7
MORE
ADVANCED
DESIGN
RULES
.
91
3.3.8
REMEDIAL
MEASURES
.
91
3.4
GUYED
MASTS
.
93
3.4.1
PROBLEM
DESCRIPTION
.
93
3.4.2
DYNAMIC
ACTIONS
.
93
3.4.3
STRUCTURAL
CRITERIA
.
93
A)
NATURAL
FREQUENCIES
.
93
B)
DAMPING
.
94
3.4.4
EFFECTS
.
94
3.4.5
TOLERABLE
VALUES
.
95
3.4.6
SIMPLE
DESIGN
RULES
.
95
3.4.7
MORE
ADVANCED
DESIGN
RULES
.
95
3.4.8
REMEDIAL
MEASURES
.
96
3.5
PYLONS
.
97
3.5.1
PROBLEM
DESCRIPTION
.
97
3.5.2
DYNAMIC
ACTIONS
.
98
3.5.3
STRUCTURAL
CRITERIA
.
99
A)
NATURAL
FREQUENCIES
.
.*.
.
99
B)
DAMPING
.
99
3.5.4
EFFECTS
.
99
3.5.5
TOLERABLE
VALUES
.
100
3.5.6
SIMPLE
DESIGN
RULES
.
100
3.5.7
MORE
ADVANCED
DESIGN
RULES
.
100
3.5.8
REMEDIAL
MEASURES
.
100
3.6
SUSPENSION
AND
CABLE-STAYED
BRIDGES
.
102
3.6.1
PROBLEM
DESCRIPTION
.
102
3.6.2
DYNAMIC
ACTIONS
.
103
3.6.3
,
STRUCTURAL
CRITERIA
.
103
A)
NATURAL
FREQUENCIES
.
103
B)
DAMPING
.
104
3.6.4
EFFECTS
.
105
3.6.5
TOLERABLE
VALUES
.
105
3.6.6
SIMPLE
DESIGN
RULES
.
105
3.6.7
MORE
ADVANCED
DESIGN
RULES
.
105
3.6.8
REMEDIAL
MEASURES
.
106
3.7
CANTILEVERED
ROOFS
.
108
3.7.1
PROBLEM
DESCRIPTION
.
108
3.7.2
DYNAMIC
ACTIONS
.
109
3.7.3
STRUCTURAL
CRITERIA
.
109
A)
NATURAL
FREQUENCIES
.
109
B)
DAMPING
.
109
3.7.4
EFFECTS
.
109
3.7.5
TOLERABLE
VALUES
.
109
XIV
T
ABLE
OF
C
ONTENTS
3.7.6
SIMPLE
DESIGN
RULES
.
109
3.7.7
MORE
ADVANCED
DESIGN
RULES
.
110
3.7.8
REMEDIAL
MEASURES
.
110
REFERENCES
TO
CHAPTER
3
.
ILL
4
VIBRATIONS
INDUCED
BY
TRAFFIC
AND
CONSTRUCTION
ACTIVITY
.
113
4.1
ROADS
.
114
4.1.1
PROBLEM
DESCRIPTION
.
114
4.1.2
DYNAMIC
ACTIONS
.
114
4.1.3
STRUCTURAL
CRITERIA
.
115
4.1.4
EFFECTS
.
116
4.1.5
TOLERABLE
VALUES
.
116
4.1.6
SIMPLE
DESIGN
RULES
.
116
4.1.7
MORE
ADVANCED
DESIGN
RULES
.
117
4.1.8
REMEDIAL
MEASURES
.
118
4.2
RAILWAYS
.
119
4.2.1
PROBLEM
DESCRIPTION
.
119
4.2.2
DYNAMIC
ACTIONS
.
119
4.2.3
STRUCTURAL
CRITERIA
.
119
4.2.4
EFFECTS
.
119
4.2.5
TOLERABLE
VALUES
.
120
4.2.6
SIMPLE
DESIGN
RULES
.
120
A)
GENERAL
ASPECTS
.
120
B)
MEASURES
AGAINST
INCREASED
VIBRATION
LEVEL
.
120
4.2.7
MORE
ADVANCED
DESIGN
RULES
.
121
4.2.8
REMEDIAL
MEASURES
.
124
4.3
BRIDGES
.
125
4.3.1
PROBLEM
DESCRIPTION
.
125
4.3.2
DYNAMIC
ACTIONS
.
125
4.3.3
STRUCTURAL
CRITERIA
.
126
4.3.4
EFFECTS
.
127
4.3.5
TOLERABLE
VALUES
.
127
4.3.6
SIMPLE
DESIGN
RULES
.
128
4.3.7
MORE
ADVANCED
DESIGN
RULES
.
128
4.3.8
REMEDIAL
MEASURES
.
128
4.4
CONSTRUCTION
WORK
.
129
4.4.1
PROBLEM
DESCRIPTION
.
129
4.4.2
DYNAMIC
ACTIONS
.
129
4.4.3
STRUCTURAL
CRITERIA
.
130
4.4.4
EFFECTS
.
131
4.4.5
TOLERABLE
VALUES
.
132
4.4.6
SIMPLE
RULES
.
134
A)
VEHICLES
ON
CONSTRUCTION
SITES
.
134
B)
PILING,
SHEET
PILING
.
135
C)
VIBRATORY
COMPACTION
.
136
T
ABLE
OF
C
ONTENTS
XV
D)
DYNAMIC
CONSOLIDATION
.
137
E)
EXCAVATION
.
137
F)
BLASTING
.
137
4.4.7
MORE
ADVANCED
MEASURES
.
138
4.4.8
REMEDIAL
MEASURES
.
139
REFERENCES
TO
CHAPTER
4
.
140
A
BASIC
VIBRATION
THEORY
AND
ITS
APLICATION
TO
BEAMS
AND
PLATES
.
141
A.
1
FREE
VIBRATION
.
141
A.2
FORCED
VIBRATION
.
143
A.3
HARMONIC
EXCITATION
.
143
A.4
PERIODIC
EXCITATION
.
145
A.4.
1
FOURIER
ANALYSIS
OF
THE
FORCING
FUNCTION
.
145
A.4.2
HOW
THE
FOURIER
DECOMPOSITION
WORKS
.
146
A.4.3
THE
FOURIER
TRANSFORM
.
146
A.5
TUNING
OF
A
STRUCTURE
.
147
A.6
IMPEDANCE
.
149
A.7
VIBRATION
ISOLATION
(TRANSMISSIBILITY)
.
149
A.8
CONTINUOUS
SYSTEMS
AND
THEIR
EQUIVALENT
SDOF
SYSTEMS
.
150
*
B
DECIBEL
SCALES
.
155
B.L
SOUND
PRESSURE
LEVEL
.
155
B.2
WEIGHTING
OF
THE
SOUND
PRESSURE
LEVEL
.
156
C
DAMPING
.
157
C.
1
INTRODUCTION
.
157
C.2
DAMPING
QUANTITIES
(DEFINITIONS,
INTERPRETATIONS)
.
157
C.3
MEASUREMENT
OF
DAMPING
PROPERTIES
OF
STRUCTURES
.
162
C.3.1
DECAY
CURVE
METHOD
.
162
C.3.2
BANDWIDTH
METHOD
.
163
C.3.3
CONCLUSIONS
.
164
C.4
DAMPING
MECHANISMS
IN
REINFORCED
CONCRETE
.
164
C.5
OVERALL
DAMPING
OF
A
STRUCTURE
.
166
C.5
.1
DAMPING
OF
THE
BARE
STRUCTURE
.
166
C.5.2
DAMPING
BY
NON-STRUCTURAL
ELEMENTS
.
166
C.5.
3
DAMPING
BY
ENERGY
RADIATION
TO
THE
SOIL
.
167
C.5.4
OVERALL
DAMPING
.
167
D
TUNED
VIBRATION
ABSORBERS
.
169
D.L
DEFINITION
.
169
D.2
MODELLING
AND
DIFFERENTIAL
EQUATIONS
OF
MOTION
.
169
D.3
OPTIMUM
TUNING
AND
OPTIMUM
DAMPING
OF
THE
ABSORBER
.
170
D.4
PRACTICAL
HINTS
.
171
E
WAVE
PROPAGATION
.
173
E.L
INTRODUCTION
.
173
E.2
WAVE
TYPES
AND
PROPAGATION
VELOCITIES
.
173
E.3
ATTENUATION
LAWS
.
175
XVI
T
ABLE
OF
C
ONTENTS
F
BEHAVIOUR
OF
CONCRETE
AND
STEEL
UNDER
DYNAMIC
ACTIONS
.
177
F.L
INTRODUCTION
.
177
F.2
BEHAVIOUR
OF
CONCRETE
.
179
F.2.
1
MODULUS
OF
ELASTICITY
.
179
F.2.2
COMPRESSIVE
STRENGTH
.
179
F.2.3
ULTIMATE
STRAIN
IN
COMPRESSION
.
179
F.2
.4
TENSILE
STRENGTH
.
180
F.2.5
ULTIMATE
STRAIN
IN
TENSION
.
180
F.2.6 BOND
BETWEEN
REINFORCING
STEEL
AND
CONCRETE
.
181
F.3
BEHAVIOUR
OF
REINFORCING
STEEL
.
181
F.3.1
MODULUS
OF
ELASTICITY
.
181
F.3.2 STRENGTH
IN
TENSION
.
182
F.3.3
STRAIN
IN
TENSION
.
183
G
DYNAMIC
FORCES
FROM
RHYTHMICAL
HUMAN
BODY
MOTIONS
.
185
G.
1
RHYTHMICAL
HUMAN
BODY
MOTIONS
.
185
G.2
REPRESENTATIVE
TYPES
OF
ACTIVITY
.
186
G.3
NORMALISED
DYNAMIC
FORCES
.
187
H
DYNAMIC
EFFECTS
FROM
WIND
.
191
H.
1
BASIC
THEORY
.
191
H.L.L
WIND
SPEED
AND
PRESSURE
.
191
H.
1.2
STATISTICAL
CHARACTERISTICS
.
192
A)
GUST
SPECTRUM
.
193
B)
AERODYNAMIC
ADMITTANCE
FUNCTION
.
193
'
C)
SPECTRAL
DENSITY
OF
THE
WIND
FORCE
.
193
H.
1.3
DYNAMIC
EFFECTS
.
193
H.2 VIBRATIONS
IN
ALONG-WIND
DIRECTION
INDUCED
BY
GUSTS
.
195
H.2.
1
SPECTRAL
METHODS
.
195
A)
MECHANICAL
AMPLIFICATION
FUNCTION
.
195
B)
SPECTRAL
DENSITY
OF
THE
SYSTEM
RESPONSE
.
195
H.2.2 STATIC
EQUIVALENT
FORCE
METHOD
BASED
ON
STOCHASTIC
LOADING
.
196
H.2.3
STATIC
EQUIVALENT
FORCE
METHOD
BASED
ON
DETERMINISTIC
LOADING
.
200
H.2.4
REMEDIAL
MEASURES
.
200
H.3
VIBRATIONS
IN
ALONG-WIND
DIRECTION
INDUCED
BY
BUFFETING
.
200
H.4 VIBRATIONS
IN
ACROSS-WIND
DIRECTION
INDUCED
BY
VORTEX-SHEDDING
.
203
H.4.
1
SINGLE
STRUCTURES
.
203
H.4.2 SEVERAL
STRUCTURES
ONE
BEHIND
ANOTHER
.
207
H.4.3
CONICAL
STRUCTURES
.
207
H.4.4 VIBRATIONS
OF
SHELLS
.
207
H.5
VIBRATIONS
IN
ACROSS-WIND
DIRECTION:
GALLOPING
.
208
H.6
VIBRATIONS
IN
ACROSS-WIND
DIRECTION:
FLUTTER
.
209
H.7
DAMPING
OF
HIGH
AND
SLENDER
RC
STRUCTURES
SUBJECTED
TO
WIND
.
212
T
ABLE
OF
C
ONTENTS
XVN
I
HUMAN
RESPONSE
TO
VIBRATIONS
.
215
1.1
INTRODUCTION
.
215
1.2
CODES
OF
PRACTICE
.
215
1.2.1
ISO
2631
.
216
1.2.2
DIN
4150/2
.
218
J
BUILDING
RESPONSE
TO
VIBRATIONS
.
219
J.L
GENERAL
.
219
J.2
EXAMPLES
OF
RECOMMENDED
LIMIT
VALUES
.
220
REFERENCES
TO
THE
APPENDICES
.
223
LIST
OF
CODES
AND
STANDARDS
.
227
INDEX
.
231 |
| any_adam_object | 1 |
| building | Verbundindex |
| bvnumber | BV009924163 |
| callnumber-first | T - Technology |
| callnumber-label | TA355 |
| callnumber-raw | TA355 |
| callnumber-search | TA355 |
| callnumber-sort | TA 3355 |
| callnumber-subject | TA - General and Civil Engineering |
| classification_rvk | UF 1200 |
| classification_tum | BAU 162f |
| ctrlnum | (OCoLC)31411869 (DE-599)BVBBV009924163 |
| dewey-full | 624.1/76 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1/76 |
| dewey-search | 624.1/76 |
| dewey-sort | 3624.1 276 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Physik Bauingenieurwesen |
| format | Book |
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| id | DE-604.BV009924163 |
| illustrated | Illustrated |
| indexdate | 2024-08-16T00:41:03Z |
| institution | BVB |
| isbn | 3764351489 0817651489 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-006574376 |
| oclc_num | 31411869 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-898 DE-BY-UBR DE-634 DE-83 DE-525 |
| owner_facet | DE-91 DE-BY-TUM DE-898 DE-BY-UBR DE-634 DE-83 DE-525 |
| physical | XVII, 234 S. Ill., graph. Darst. |
| publishDate | 1995 |
| publishDateSearch | 1995 |
| publishDateSort | 1995 |
| publisher | Birkhäuser |
| record_format | marc |
| spelling | Vibration problems in structures practical guidelines Hugo Bachmann ... Basel u.a. Birkhäuser 1995 XVII, 234 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Literaturverz. S. 223 - 225 Constructions - Dynamique ram Vibrations ram Structural dynamics Vibration Schwingung (DE-588)4053999-4 gnd rswk-swf Mechanische Schwingung (DE-588)4138305-9 gnd rswk-swf Bauwerk (DE-588)4112681-6 gnd rswk-swf Bauwerk (DE-588)4112681-6 s Schwingung (DE-588)4053999-4 s DE-604 Mechanische Schwingung (DE-588)4138305-9 s 1\p DE-604 Bachmann, Hugo Sonstige oth DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=006574376&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Vibration problems in structures practical guidelines Constructions - Dynamique ram Vibrations ram Structural dynamics Vibration Schwingung (DE-588)4053999-4 gnd Mechanische Schwingung (DE-588)4138305-9 gnd Bauwerk (DE-588)4112681-6 gnd |
| subject_GND | (DE-588)4053999-4 (DE-588)4138305-9 (DE-588)4112681-6 |
| title | Vibration problems in structures practical guidelines |
| title_auth | Vibration problems in structures practical guidelines |
| title_exact_search | Vibration problems in structures practical guidelines |
| title_full | Vibration problems in structures practical guidelines Hugo Bachmann ... |
| title_fullStr | Vibration problems in structures practical guidelines Hugo Bachmann ... |
| title_full_unstemmed | Vibration problems in structures practical guidelines Hugo Bachmann ... |
| title_short | Vibration problems in structures |
| title_sort | vibration problems in structures practical guidelines |
| title_sub | practical guidelines |
| topic | Constructions - Dynamique ram Vibrations ram Structural dynamics Vibration Schwingung (DE-588)4053999-4 gnd Mechanische Schwingung (DE-588)4138305-9 gnd Bauwerk (DE-588)4112681-6 gnd |
| topic_facet | Constructions - Dynamique Vibrations Structural dynamics Vibration Schwingung Mechanische Schwingung Bauwerk |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=006574376&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT bachmannhugo vibrationproblemsinstructurespracticalguidelines |