Results 51 to 60 of about 2,393 (94)
The evaluation of the load-carrying capacity of a structure is an important aspect of the structural design. In particular, large seismic events can significantly compromise the performances of structures, or parts of them, due to the formation and ...
Riccardo Fincato +2 more
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Seismic Performance Assessment of Tunnel Structure Based on Incremental Dynamic Analysis
With the frequent occurrence of earthquake disasters in recent years, underground structures in strong earthquake areas have been repeatedly damaged.
Guoqing LIU, Ming XIAO, Juntao CHEN
doaj
A new seismic repair method for reinforced concrete columns, which uses carbon fiber reinforced polymer (CFRP) grids and sprayed engineered cementitious composite (ECC) to form a composite reinforcement jacket, was proposed to improve the seismic ...
Xiao-bo Cao +3 more
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Seismic hydrodynamic load analysis [PDF]
Zangar's method for computation of seismic hydrodynamic loads acting at the inclined contour of a concrete gravity dam, has been reconsidered. Several numerical models are compared with the procedure recommended by Zangar, and a new regression formula is proposed, that eliminates the observed discrepancies.
Milovanović, Bojan +3 more
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For the suspension bridge construction located at the site of high seismic intensity, the stability of the anchorage foundation under the seismic load considerably affects the safety of the suspension bridge.
Wei Chen +4 more
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Tuned mass damper for reduction seismic and wind loads
Tuned mass dampers (TMDs) are used mainly for reduction of seismic and wind oscillations in high-rise buildings. It is well known that base isolation is ineffective in tall buildings.
Dmitrii Bondarev
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ON SEISMIC LOADS AND SEISMIC ZONING FACTORS
MINORU MAKINO, TADASHI SEIKE
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To investigate the negative skin friction of pile foundations induced by strong earthquake-triggered loess seismic subsidence, a load transfer function for a single pile embedded in a homogeneous loess foundation was established under the combined action
Xin Liangliang +3 more
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Fracture in seismically loaded bridge
identifier:oai:t2r2.star.titech.ac.jp ...
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