Results 201 to 210 of about 5,369 (265)

Optimal Sensor Placement in Buildings: Stationary Excitation. [PDF]

Sensors (Basel)
Ghahari F, Swensen D, Haddadi H.
europepmc   +1 more source

Shaking table test of isolated and non-isolated low-rise masonry structure. [PDF]

Sci Rep
Yao Z, Ruoxi W, Youchao Z.
europepmc   +1 more source

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

Yielding brace system as a next-generation lateral load mechanism for seismic resilient cities. [PDF]

Sci Rep
Rc B, Rani V, Shirkol AI, Vyas R, Gondaliya K, Debnath P, Alluqmani AE, Fissha Y, Cheepurupalli NR, Ghodhbani R, Mandhaniya P, Ansari A.   +11 more
europepmc   +1 more source

AI-assisted optimization design of seismic performance parameters for timber structures. [PDF]

PLoS One
Wei D, Ding Y, Zhou F, Zhang X.
europepmc   +1 more source

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Earthquake Shear Load in Load-Bearing Masonry Buildings

Australian Journal of Structural Engineering, 2008
Load-bearing masonry buildings are composed of concrete slabs and supporting masonry walls, and in Australia usually incorporate slip joints in the interfaces between walls and slabs for serviceability reasons. The apparent conflicting requirements of the slip joints, to slip under long-term loads and to transmit short-term loading from wind and ...
Sing-Sang, P., Totoev, Y., Page, A.
exaly   +2 more sources

Transversal Earthquake loading

IABSE Reports, 2014
<p> Skew bridges are extensively required in highway and railway engineering projects. Unlike straight bridges, the behavior of skew bridges under seismic loading is not quite simple due to the interaction which exists between longitudinal and transversal bridge displacements when subjected to in-plane loading such as earthquake forces.
Essam Ayoub, Charles Malek, Gamal Helmy
openaire   +1 more source

Earthquake Load for Structural Reliability

Journal of Structural Engineering, 1989
An ultimate limit state criterion is developed for the seismic reliability assessment of single-story structures. This criterion is: when the structural precollapse energy absorption capacity is greater than the earthquake energy input, the structure can survive.
Hitoshi Kuwamura, Theodore V. Galambos
openaire   +1 more source

Hydrodynamic Loads Induced By Earthquakes

Offshore Technology Conference, 1972
Abstract When bottom mounted structures of large displacement are immersed in the sea, earthquake induced hydrodynamic loads may become important design factors. Specifically, as the earth oscillates, a bottom mounted structure is forced to describe time dependent motion in an otherwise still fluid.
Garrison, C.J., Berklite, R.B.
openaire   +2 more sources

The earthquake fatality potency and load by country

2023
The 28th IUGG General Assembly (IUGG2023) (Berlin 2023)
Wyss, M., Speiser, M., Tolis, S.
openaire   +2 more sources