Finite element analysis of the seismic performance of wind and rain bridge. [PDF]
Sci RepYuan W, Ding T, Hu X, Liu J.
europepmc +1 more source
SEISMIC RISK ANALYSIS OF UNDERGROUND LIFELINE SYSTEMS BY USE OF MONTE CARLO METHOD
, 1981 Chosiro TAMURA, Hideji Kawakami
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A spring model for simulating the cracking process in RC members subjected to tensile actions
Structural Concrete, EarlyView.Abstract Predicting the development of cracking processes in structural elements made of reinforced concrete (RC) or other cementitious composites is still a challenging task. Although well‐established experimental procedures are widely adopted with the aim to gain empirical knowledge of the aforementioned processes, no similar consensus has been ...
Enzo Martinelli +2 more
wiley +1 more source
Preconditioning of sediment failure by astronomically paced weak-layer deposition. [PDF]
Nat CommunWang X +11 more
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A framework for seismic analysis of timber structures
, 2017 The simulation capabilities of a specifically developed phenomenological model for timber structures are described and presented through some representative case studies. This component model has been developed based on the behaviour of a single nail embedded in wood, considering the compressive behaviour of the wood and plasticization of the nail.
Fragiacomo, Massimo +3 more
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Experimental study on the impact of traffic‐induced vibrations on early‐age concrete
Structural Concrete, EarlyView.Abstract The COUNT (Concreting under Traffic) research project systematically examined the effects of traffic‐induced vibrations on early‐age, hardening concrete—a critical issue for bridge construction and renovation. Traffic closures are often imposed during such projects to mitigate potential damage from vibrations.
Christian Gasser +6 more
wiley +1 more source
Multidisciplinary 3D geological-petrophysical reservoir characterization of Abu Sennan Field, Abu Gharadig Basin, Egypt. [PDF]
Sci RepMamdouh M, Othman AAA, Mostafa T.
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Analysis of Seismic Waves with the Remarkable Phases Observed at Station KMU
, 1980 Nobuyuki Shimizu, Itaru Maeda
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Robustness assessment of reinforced concrete structures for different failure scenarios
Structural Concrete, EarlyView.Abstract This study describes the robustness assessment of 3D reinforced concrete structures analyzing the response of the 2D frames in different design configurations and failure scenarios. The structures are characterized by both frames with wide beams and seismic‐resistant frames with deep beams.
E. Miceli +2 more
wiley +1 more source
The Design and Data Analysis of an Underwater Seismic Wave System. [PDF]
Sensors (Basel)Xiao D, Zhu Q, Zhang J, Xie T, Ji Q.
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