Results 141 to 150 of about 2,183,627 (310)

Facies classification and channel detection for reservoir characterization using self-organizing maps in geologically complex Groningen gas field, the Netherlands. [PDF]

Sci Rep
El-Attar S, El-Werr AK, Abdel-Rahman EM, Sobhy MN.   +3 more
europepmc   +1 more source

Kinematics‐based model for shear capacity assessment of unreinforced interior beam–column joints

Structural Concrete, EarlyView.
Abstract This study presents a kinematics‐based model for assessing the shear strength of reinforced concrete interior beam–column joints without transverse reinforcement. The proposed framework is built on first principles—kinematics, equilibrium, and constitutive relations—and explicitly models discrete cracks by introducing kinematic parameters such
Daniele Arcuri, Lorenza Petrini, Boyan I. Mihaylov   +2 more
wiley   +1 more source

Computational feasibility of large-scale three-dimensional seismic analysis for a fully prefabricated underground metro station. [PDF]

Sci Rep
Chen B, Dong Q, Zhai L.
europepmc   +1 more source

The challenges of GFRP RC beam design for limit states

Structural Concrete, EarlyView.
Abstract Glass fiber reinforced polymer (GFRP) bars are used ever more frequently in concrete construction due to their non‐corrosive and anti‐magnetic properties. Their research over the past decades focused on fundamental questions, such as the design aspects of beams under flexural loads.
Szabolcs Szinvai, Tamás Kovács
wiley   +1 more source

Efficient distribution of tuned mass dampers for seismic control in regular and irregular multi-story steel buildings. [PDF]

Sci Rep
Shabib MM, Farag HM, Khalifa YA, Zahran MS.   +3 more
europepmc   +1 more source

Three‐parameter kinematic theory for shear assessment of reinforced concrete short columns

Structural Concrete, EarlyView.
Abstract This work presents a rational kinematics‐based model for assessing the shear capacity of rectangular reinforced concrete short columns. Due to their high stiffness and brittleness, short columns are particularly vulnerable to seismic forces, often exhibiting critical failures.
Daniele Arcuri, Lorenza Petrini, Boyan I. Mihaylov   +2 more
wiley   +1 more source

Numerical evaluation on behavior of an integrated slope stabilization structure under seismic effect. [PDF]

Sci Rep
Wang Y.
europepmc   +1 more source

Deflection‐based assessment of residual prestress in simply‐supported bridges accounting for creep variability

Structural Concrete, EarlyView.
Abstract Several test methods have been proposed in the literature for measuring the level of residual prestress, most of them involving either semi‐ or fully destructive techniques for local measurements which could be highly sensitive to boundary conditions and execution details.
Giuseppe Zarrella, Daniele Losanno, Alfred Strauss   +2 more
wiley   +1 more source

Response Analysis of the High-piers and Long-span Rigid Frame Bridge Subjected to Varying Spatial Seismic Excitation

工程科学与技术, 2011
:Analysis of seismic response is very important to the seismic design of bridge. Based on theory of random vibration and response spectral method, the mean square root response of the internal forces of high-piers and long-span continuous rigid frame ...
doaj  

Influence of Temperature on the Mechanical Behavior of Lead/Rubber Bearings. [PDF]

Polymers (Basel)
Yang F, Zhang L, Pang H, Jiang T.
europepmc   +1 more source