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Seismology engineering

RusMax
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Fundamental Period of a Free Standing Wall
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2
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725
RusMax
RusMax
abdallah hamdan
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seismic design used period and extreme torsional irregularity in a residential building
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6
Views
715
driftLimiter
driftLimiter
Daniel Backstroem
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ASCE 113 discrepancy between USD and ASD?
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1
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470
HTURKAK
HTURKAK
numericaleng
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Converting 5% damped response spectrum to 2% & 0.5% damping
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5
Views
1K
KootK
KootK
notpasible
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Structural Assessment of Not-so-old Existing Buildings
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1
Views
404
phamENG
phamENG
EireEng
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Seismic Design of Internal ground supported Piperack (Non-structural or Building design?)
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4
Views
399
GC_Hopi
GC_Hopi
edomingo
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Netherlands Seismic Loading
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1
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295
HTURKAK
HTURKAK
zain ali khan
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SAP-2000 SOTWRAE
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0
Views
175
zain ali khan
zain ali khan
CDG31
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Can you find the site class from the PGA or the Mapped Acceleration Parameters?
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2
Views
321
CDG31
CDG31
CDG31
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Redundancy factor for shear walls
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1
Views
937
driftLimiter
driftLimiter
JIMEY
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Wood diaphragm in tension/compression
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5
Views
735
sticksandtriangles
sticksandtriangles
Canucks1010
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Calculating Weak Story Shear
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0
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291
Canucks1010
Canucks1010
geot88
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Residual strength: internal friction angle
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3
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1K
Mccoy
Mccoy
dylanj
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Response Spectrum Analysis - Scaling for building with non-orthogonal SFRS - NBCC 2015
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2
Views
529
dylanj
dylanj
RK Sriwastav
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What is the characteristic value of a acceleration response spectrum ?
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4
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454
RK Sriwastav
RK Sriwastav
RK Sriwastav
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P-wave profiles for seismic sites in Taiwan
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0
Views
187
RK Sriwastav
RK Sriwastav
RK Sriwastav
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How to obtain Vp (P wave velocity) for acceleration ground motions from PEER Database?
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0
Views
228
RK Sriwastav
RK Sriwastav
moyseh
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Capacity Design for Nominally Ductile Structures (NZS3404)
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1
Views
455
Agent666
Agent666
MrJB
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Seismic footing loads to AS1170.4 and AS3600
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0
Views
179
MrJB
MrJB
lacyma1
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  • Question Question
Seismic Separation Joint
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2
Views
328
lacyma1
lacyma1
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