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[InPersian]Modeling,AnalysisanddesignofBridges(UsingCSiBridge)
Book·January2014
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MohsenAzimiNorthDakotaStateUniversity12PUBLICATIONS50CITATIONS
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CSiBridge
:مؤلفینعلمی فرم تخفیف ویژه و پشتیبانی
https://drive.google.com/file/d/0BxYQWTIGGEa3cHRDb1NKalkzMW8/edit?usp=sharing
https://drive.google.com/file/d/0BxYQWTIGGEa3QlB4enUtd1lGakE/edit?usp=sharing
III
CSi
CSi
CSiSAP2000
CSiBridge
SAPFire
P-
Delta
V
CSIBRIDGE ........................................................ 3
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ORB .............................................................................................................. 18
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VI
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BRIDGE........................................................................................................... 12
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CSiBridge
CSiBridge
Orb > New
Bridge Wizard
Bridge Object Modeling
Section Designer
Parametric Deck Sections
Lanes and Vehicles
Post-Tensioned Box Girders
Foundation Modeling
Arced and Suspension Bridges
Cable-Stayed Bridge
Live Load Pattern
Staged Construction
Influence Surfaces
Bridge Animations
Results and Output
Advanced
This section has been removed intentionally
Orb
Home
Layout
Components
Loads
Bridge
Analysis
Design/Rating
Advanced
CSiBridge
█
Continue
Do
Not Show This…
CSi
11/ دورنماي برنامه / 1-2فصل
-
This section has been removed intentionally
CSiBridge ها با استفاده ازپل يل و طراحي، تحليسازمدل/ 22
Orb
OrbOrb
Recent Models
ResourcesExitResources
Orb
Orb > new
This section has been removed intentionally
Home
HomeBridge WizardViewSnapSelect Display
Quick Bridge TemplateBlank
ViewSnapSelectDisplay
3DXY XZZY
Snap
Home
This section has been removed intentionally
Layout
Layout
Layout
This section has been removed intentionally
Components
Components
PropertiesSuperstructure
Substructure
Properties
Components
Define/Show…
ComponentsBlank
Componenets
Loads
Loads
Loads
This section has been removed intentionally
Bridge
Bridge
This section has been removed intentionally
Analysis
Analysis
This section has been removed intentionally
-
Design/Rating
Design/Ratings
AASHTO LRFD 2007
AASHTO STD 2002CAN/CSA-S6-06
Design/RatingsDesign/Rating
Design/Rating
Blank
Design/Rating
This section has been removed intentionally
Advanced
Advanced
Blank
AdvancedEditDefineAssignAssign LoadsAnalyzeFrame
DesignTools
This section has been removed intentionally
mm
mm2
KN/m
m
mm
CSiBridgeها با استفاده از مدلسازي، تحليل و طراحي پل / 22
m
m
Orb > New
KN,m,C
Blank
Orb > ResourcesHome
> Bridge Wizard
layoutComponents
22/ دهيتنشيپ يبتن يرهايل پل با شاهتيو تحل يسازمدل/ 1-2فصل
Bridge Wizard
23/ دهيتنشيپ يبتن يرهايل پل با شاهتيو تحل يسازمدل/ 1-2فصل
Run Now
Home > Display > Show Bridge Superstructure Forces/Stresses
Home > Display>
Show Tables
mm
mm
m
23/ متحرک يتحت بارها يفوالد يرهايل پل با شاهتيو تحل يسازمدل/ 2-2فصل
Orb > NewKN,m,C
BlankHome > Bridge Wizard
Bridge WizardDefine Bridge Layout
LineLayout> Layout Line > Expand
arrowAdd New Line
Initial and End Station DataEnd Station
Quick Start
OK
Quick Start
This section has been removed intentionally
CSiBridgeها با استفاده از مدلسازي، تحليل و طراحي پل / 23
Display > Show Influence Lines/Surfaces
MovingLoad
MovingLoad
Load Pattern DefinitionsBridge WizardLoads >
Load PatternsDefine Load Patterns
Moving_1Moving_2Vehicle Live
Modify Bridge Live LoadMulti Step
Bridge… Moving_1HSn-44
LANE1m/s
m/sLANE2
Moving_2HSn-44LANE1
m/sm/s
m/s
Load
CasesBridge WizardAnalysis > Load Cases > Expand arrow
Moving_1Moving_2
Modify/Show Load CaseLoad Case
Data
21/ متحرک يتحت بارها يفوالد يرهايل پل با شاهتيو تحل يسازمدل/ 2-2فصل
Moving_1
Moving_2
Moving_1
Moving_2
Define Load CasesAdd New Load Case
Time History
Moving_2_TH
Loads AppliedMoving_2
RAMPTHTime Step Data
Modify/ShowOther Parameters
CSiBridgeها با استفاده از مدلسازي، تحليل و طراحي پل / 32
Moving_2_TH
F5
F11Moving_1
Orb> Pictures> Create Multi-Step Animation Video
Multi Step Video…
OK
F11
F11
Moving_1Moving_1
31/ متحرک يتحت بارها يفوالد يرهايل پل با شاهتيو تحل يسازمدل/ 2-2فصل
F11
Home > Display > More > Show Plot Functions
CSiBridgeها با استفاده از مدلسازي، تحليل و طراحي پل / 32
Moving_1
mmmm
m
mm
mmm
CSiBridgeها با استفاده از مدلسازي، تحليل و طراحي پل / 33
m
Orb > NewKN,m,C
BlankHome > Bridge Wizard
Define Bridge Layout LineAdd New
Line
BLL1
Initial and End Station Data
OK
BLL2Quick Start
BLL1mY
BLL2
33/ امواج بارتحت يفوالد يرهايل پل با شاهتيو تحل يسازمدل/ 2-2فصل
Quick Start
BLL2
BLL2
This section has been removed intentionally
Load Pattern DefinitionsBridge WizardLoads
> Load PatternsDefine Load Patterns
TypeWave
American Petroleum Institute (API) WSD 2000
Modify Lateral Load PatternWave Load Pattern
CSiBridgeها با استفاده از مدلسازي، تحليل و طراحي پل / 34
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Wave
F7
F7
F10
BOBJ3
1- Storm Water Depth 2- Marine Growth
2- Drag Coefficient
33/ امواج بارتحت يفوالد يرهايل پل با شاهتيو تحل يسازمدل/ 2-2فصل
F10
LRFD
I
31ي / الرزه بارگذاريتحت يبتن يرهايپل با شاهت يل و طراحيتحل/ 3-2فصل
m
m
m
m
mm
m
Orb > NewKN,m,C
Blankm
Layout > Layout Line > NewLayout Line Data
mInitial and End Station DataEnd Station
CSiBridgeها با استفاده از تحليل و طراحي پلمدلسازي، / 32
This section has been removed intentionally
Section Designer
_GRAV_SDReq1
Load Case DataGRAV_SDReq1
31ي / الرزه بارگذاريتحت يبتن يرهايپل با شاهت يل و طراحيتحل/ 3-2فصل
GRAV_SDReq1
LRFD
_RS_X_SDReq1
_RS_Y_SDReq1_RS_XY_SDReq1
U1U2U1
Substructure Seismic Design Request Parameters
1- Demand Displacements
CSiBridgeها با استفاده از تحليل و طراحي پلمدلسازي، / 32
ABS
RS_XY_SDReq1
Load Case Data
_RS_XY_SDReq1
Substructure Seismic Design Request
ParametersABS
U1ABS
32ي / الرزه بارگذاريتحت يبتن يرهايپل با شاهت يل و طراحيتحل/ 3-2فصل
BENT1
ABS
Home > Display > Show Tables
Design/Rating > Seismic Design > Report
D
CSiBridgeها با استفاده از تحليل و طراحي پلمدلسازي، / 33
𝐿𝑃 = 0.08𝐿 + 0.15 𝑓𝑦𝑒𝑑𝑏𝑙
yefbld
𝐿𝑃 = 0.3 𝑓𝑦𝑒𝑑𝑏𝑙
AASHTO/CALTRANSDisplay
menu >Show Moment Curvature CureSection Designer
P
P-MP-M-M
P-M-M
Advanced > Assign > Frames > Hinges
AutoModify/Show Auto Hinge Assignments Data
2/1 ل
صمف
ل طو
33ي / الرزه بارگذاريتحت يبتن يرهايپل با شاهت يل و طراحيتحل/ 3-2فصل
CSiBridgeها با استفاده از تحليل و طراحي پلمدلسازي، / 34
SDC
33ي / الرزه بارگذاريتحت يبتن يرهايپل با شاهت يل و طراحيتحل/ 3-2فصل
Fiber LayoutSection
Designer
BC
BC
:
B
∆𝐶𝐿 = 0.12𝐻0(−1.27 ln(𝑥) − 0.32) ≥ 0.12𝐻0
C
∆𝐶𝐿 = 0.12𝐻0(−2.32 ln(𝑥) − 1.22) ≥ 0.12𝐻0
x
𝑥 =Λ𝐵0
𝐻0
H0ftB0ftΛ
D
1- Implicit
CSiBridgeها با استفاده از تحليل و طراحي پلمدلسازي، / 33
BENT1BENT1
BENT1
Home > Display > More
>Show Static Pushover Curve
31ي / الرزه بارگذاريتحت يبتن يرهايپل با شاهت يل و طراحيتحل/ 3-2فصل
BENT1
BENT1
This section has been removed intentionally
Bridge
Bridge Wizard
mm
mm
KN.m.C
This section has been removed intentionally
StageStage-Target
Stage
This section has been removed intentionally
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