Results 201 to 210 of about 1,909,223 (392)

The HayWired earthquake scenario—We can outsmart disaster

open access: yes, 2018
K. Hudnut   +7 more
semanticscholar   +1 more source

Seismic Capacity and Performance of Waffle‐Flat Plate Structures Under Near‐Fault Ground Motions: Bidirectional Shake Table Tests

open access: yesEarthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT A reinforced concrete waffle‐flat plate structure was subjected to a sequence of bidirectional near‐fault ground motions on a shake table until collapse. The test specimen was designed under current building codes and assigned a region of moderate seismicity.
Amadeo Benavent‐Climent   +2 more
wiley   +1 more source

Simulation of Tsunami Inundation in Central Peru from Future Megathrust Earthquake Scenarios

open access: diamond, 2014
Erick Mas   +4 more
openalex   +1 more source

Parkfield earthquake prediction scenarios and response plans [PDF]

open access: yesOpen-File Report, 1986
L.M. Jones   +11 more
openaire   +1 more source

Seismic Testing and Performance Evaluation of Unitized Curtain Walls

open access: yesEarthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Unitized curtain walls are widely adopted in contemporary architecture for their lightweight construction, aesthetic qualities, ease of installation and high operational performance. They are particularly used in high‐rise buildings, where glazed facades are designed to meet a broad range of performance criteria.
Simona Bianchi   +6 more
wiley   +1 more source

Physics-Based Earthquake Ground Shaking Scenarios in Large Urban Areas

open access: bronze, 2014
Roberto Paolucci   +3 more
openalex   +1 more source

Impact of Beam‐Column Joint Modeling Uncertainties on the Seismic Response of Low‐Rise RC Frames

open access: yesEarthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Incremental recordwise Latin hypercube sampling (iLHS) and multiple stripe analysis (MSA) are employed to evaluate the seismic performance of low‐rise RC moment‐resisting frames subjected to uncertainties of both the values of the model parameters and the model type itself.
Medhat Elmorsy, Dimitrios Vamvatsikos
wiley   +1 more source

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