![Seismographs - Ring of Fire Science](http://s1.studyres.com/store/data/015105271_1-bb00f11ed9d393419285643535d379ba-300x300.png)
Seismographs - Ring of Fire Science
... European inventors had constructed several seismographs by the end of the 19th century. Most of the instruments suspended a pendulum or magnetic mass within an electric coil. A moving magnet, inside the coil, created an electric current during an earthquake. The electric current converted into an el ...
... European inventors had constructed several seismographs by the end of the 19th century. Most of the instruments suspended a pendulum or magnetic mass within an electric coil. A moving magnet, inside the coil, created an electric current during an earthquake. The electric current converted into an el ...
effects of earthquake on foundations
... the structure withinthe safe bearing capacity by disbursing the load over a large bearing area. Also, preventing lateral movement of the supporting material, increasing stability ofthe structure as a whole, and securing firm bed for building operations.[3] ...
... the structure withinthe safe bearing capacity by disbursing the load over a large bearing area. Also, preventing lateral movement of the supporting material, increasing stability ofthe structure as a whole, and securing firm bed for building operations.[3] ...
Predicting Canada`s Next Earthquake, Canadian Underwriter.
... well as great subduction thrust earthquakes. These events are rare, but they can be extremely devastating, as seen in Indonesia in December 2004. On the other hand, with four earthquakes in the Magnitude 6 range since 1663, the Charlevoix seismic zone is the most seismically active region of eastern ...
... well as great subduction thrust earthquakes. These events are rare, but they can be extremely devastating, as seen in Indonesia in December 2004. On the other hand, with four earthquakes in the Magnitude 6 range since 1663, the Charlevoix seismic zone is the most seismically active region of eastern ...
5 - PowerPoint - Earthquakes
... The Focus and Epicenter of an Earthquake • The point within Earth where faulting begins is the focus, or hypocenter • The point directly above the focus on the surface is the epicenter ...
... The Focus and Epicenter of an Earthquake • The point within Earth where faulting begins is the focus, or hypocenter • The point directly above the focus on the surface is the epicenter ...
15 2.2 Effects of earthquakes on concrete buildings
... moments (i.e., the overlying gravity loads times the lateral displacements) are large and may lead to collapse. Because the major part of lateral structural displacements are inelastic and, besides, they tend to concentrate in the locations of the structural system where they first appeared, very im ...
... moments (i.e., the overlying gravity loads times the lateral displacements) are large and may lead to collapse. Because the major part of lateral structural displacements are inelastic and, besides, they tend to concentrate in the locations of the structural system where they first appeared, very im ...
Montana Bureau of Mines and Geology and Montana Disaster and
... The northern Intermountain Seismic Belt remained seismically active between October 1, 2012 and September 30, 2013. During this period, using data from the Montana Regional Seismograph Network, the Earthquake Studies Office of the Montana Bureau of Mines and Geology (MBMG) determined hypocenter loca ...
... The northern Intermountain Seismic Belt remained seismically active between October 1, 2012 and September 30, 2013. During this period, using data from the Montana Regional Seismograph Network, the Earthquake Studies Office of the Montana Bureau of Mines and Geology (MBMG) determined hypocenter loca ...
Section 4: Techniques for seismic improvement of unreinforced
... The Performance of Unreinforced Masonry Buildings in the 2010/2011 Canterbury Earthquake Swarm dual benefits of bonding the outer leaf to the inner leaf and also forming a reasonably strong shear wall which is hidden from view. However, this approach fails to consider the purpose of a ventilated, dr ...
... The Performance of Unreinforced Masonry Buildings in the 2010/2011 Canterbury Earthquake Swarm dual benefits of bonding the outer leaf to the inner leaf and also forming a reasonably strong shear wall which is hidden from view. However, this approach fails to consider the purpose of a ventilated, dr ...
implementing low-damage structural systems
... damage level would be considered acceptable under a design level earthquake (traditionally taken as a 500 years return period event). This would imply that extensive damage, often beyond the reparability threshold (corresponding to a yellow/orange to red tag of the building), would be considered as ...
... damage level would be considered acceptable under a design level earthquake (traditionally taken as a 500 years return period event). This would imply that extensive damage, often beyond the reparability threshold (corresponding to a yellow/orange to red tag of the building), would be considered as ...
Seismic retrofit
![](https://commons.wikimedia.org/wiki/Special:FilePath/ExteiorShearTruss.jpg?width=300)
Seismic retrofitting is the modification of existing structures to make them more resistant to seismic activity, ground motion, or soil failure due to earthquakes. With better understanding of seismic demand on structures and with our recent experiences with large earthquakes near urban centers, the need of seismic retrofitting is well acknowledged. Prior to the introduction of modern seismic codes in the late 1960s for developed countries (US, Japan etc.) and late 1970s for many other parts of the world (Turkey, China etc.), many structures were designed without adequate detailing and reinforcement for seismic protection. In view of the imminent problem, various research work has been carried out. State-of-the-art technical guidelines for seismic assessment, retrofit and rehabilitation have been published around the world - such as the ASCE-SEI 41 and the New Zealand Society for Earthquake Engineering (NZSEE)'s guidelines. These codes must be regularly updated; the 1994 Northridge earthquake brought to light the brittleness of welded steel frames, for example.The retrofit techniques outlined here are also applicable for other natural hazards such as tropical cyclones, tornadoes, and severe winds from thunderstorms. Whilst current practice of seismic retrofitting is predominantly concerned with structural improvements to reduce the seismic hazard of using the structures, it is similarly essential to reduce the hazards and losses from non-structural elements. It is also important to keep in mind that there is no such thing as an earthquake-proof structure, although seismic performance can be greatly enhanced through proper initial design or subsequent modifications.