Works matching IS 16713664 AND DT 2023 AND VI 22 AND IP 3
Results: 18
Centrifuge tests for seismic response of single pile foundation supported wind turbines in sand influenced by earthquake history.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 623, doi. 10.1007/s11803-023-2202-z
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- Article
Non-harmonic resonance of viscoelastic structures subjected to time-dependent exponentially decreasing transverse distributed loads.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 825, doi. 10.1007/s11803-023-2200-1
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- Article
Seismic loss assessment of RC high-rise buildings designed according to Eurocode 8.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 807, doi. 10.1007/s11803-023-2199-3
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- Article
Numerical simulation on the seismic performance of retrofitted masonry walls based on the combined finite-discrete element method.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 777, doi. 10.1007/s11803-023-2198-4
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- Article
Inelastic displacement ratio of low- to mid-rise BRBFs designed under variable levels of seismicity.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 763, doi. 10.1007/s11803-023-2197-5
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- Article
Hysteretic behavior of post-tensioned precast segmental CFT double-column piers.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 747, doi. 10.1007/s11803-023-2196-6
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- Article
Dynamic soil arching in piled embankment under train load of high-speed railways.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 719, doi. 10.1007/s11803-023-2195-7
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- Article
Earthquake response of wrap faced embankment on soft clay soil in Bangladesh.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 703, doi. 10.1007/s11803-023-2194-8
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- Article
Microtremor-based analysis of the dynamic response characteristics of a site containing grouped earth fissures.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 689, doi. 10.1007/s11803-023-2193-9
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- Article
Dynamic response analysis of liquefiable ground due to sinusoidal waves of different frequencies of shield construction.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 637, doi. 10.1007/s11803-023-2192-x
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- Article
Electrical resistivity change of saturated sand during reliquefaction under hammering loading.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 613, doi. 10.1007/s11803-023-2191-y
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- Article
Analysis on kinematic and inertial interaction in liquefiable soil-pile-structure dynamic system.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 601, doi. 10.1007/s11803-023-2190-z
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- Article
A modified generalized scaling law for the similitude of dynamic strain in centrifuge modeling.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 589, doi. 10.1007/s11803-023-2189-5
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- Article
Experimental investigation and analytically modeling of hysteretic behavior of rigid bus-flexible connectors of 220 kV electrical substations.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 841, doi. 10.1007/s11803-023-2187-7
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- Article
Seismic response characteristics of nuclear island structure at generic soil and rock sites.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 667, doi. 10.1007/s11803-023-2186-8
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- Article
Experimental and numerical study on cyclic behavior of a UHPC-RC composite pier.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 731, doi. 10.1007/s11803-023-2185-9
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- Article
Visualization of real-time displacement time history superimposed with dynamic experiments using wireless smart sensors and augmented reality.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 573, doi. 10.1007/s11803-023-2184-x
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- Article
Vertical impedance functions of pile groups under low-to-high loading amplitudes: numerical simulations and experimental validation.
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- Earthquake Engineering & Engineering Vibration, 2023, v. 22, n. 3, p. 647, doi. 10.1007/s11803-023-2183-y
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- Article