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Seismic Action

Generalized fragility curves for bearing-supported skew bridges, for arbitrary angle of incidence of the seismic action

Generalized fragility curves for bearing-supported skew bridges, for arbitrary angle of incidence of the seismic action

... for seismic action acting at an angle a along the axis Οξ is shown in ...the seismic intensity levels for which the response in both bridge directions remains in the elastic range, and terminates at ...

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Geosynthetic reinforced and unreinforced soil slopes subject to cracks and seismic action : stability assessment and engineered slopes

Geosynthetic reinforced and unreinforced soil slopes subject to cracks and seismic action : stability assessment and engineered slopes

... provision to take into account the presence of cracks. In this chapter, an analytical method based on the upper bound theorem of limit analysis and on the so-called pseudo-static approach (Terzaghi, 1950) is presented ...

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On the stability of fissured slopes subject to seismic action

On the stability of fissured slopes subject to seismic action

... of δ /H = 0.1. A very good agreement is apparent. This implies that the failure mechanism assumed in the analyses presented in this paper, rigid rotation of block E-D-C-B, is not only a kinematically admissible ...

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Structural behaviour and design criteria of under-deck cable-stayed bridges subjected to seismic action

Structural behaviour and design criteria of under-deck cable-stayed bridges subjected to seismic action

... high seismic demand considered herein, the maximum allowable stress in the cable-stays has not been exceeded in any structure, for any record or for any scaling ...

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Determination of Hydrodynamic Forces in Rectangular Storage Tanks Under Seismic Action

Determination of Hydrodynamic Forces in Rectangular Storage Tanks Under Seismic Action

... increases with BxL/H opposite to what is shown in Figure 3 where the impulsive seismic mass decreases with BxL/H. This is due to the geometry of the tank, when the tank becomes shallower (BxL/H increases), the ...

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Analysis and Control of Cable-Stayed Bridges Subject to Seismic Action

Analysis and Control of Cable-Stayed Bridges Subject to Seismic Action

... non-linear seismic analysis of bridges with significant coupling between the towers, deck and cable system is ...the seismic responses of several cable-stayed bridges have been studied, verifying the ...

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Wind Action Effects on Mixed Reinforced Concrete Structures in Non Seismic Zones

Wind Action Effects on Mixed Reinforced Concrete Structures in Non Seismic Zones

... considering seismic action but also considering even the wind ...wind action induced on the reinforced concrete structures aerodynamic ...wind action on the structure is very essential to ...

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REVIEW OF BEHAVIOUR OF INFILLED WALLS

REVIEW OF BEHAVIOUR OF INFILLED WALLS

... to seismic action is widely recognized and has been subject of numerous experimental investigations, while several attempts to model it analytically have been ...under seismic loading: short-column ...

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FEATURES OF DRILLING-AND-BLASTING AT CONSTRUCTION OF BESKIDSKIY TUNNEL

FEATURES OF DRILLING-AND-BLASTING AT CONSTRUCTION OF BESKIDSKIY TUNNEL

... 1. Artemov V.A., Paramonov G.P., Kholodilov A.N. Metodicheskiye osnovy otsenki seysmicheskogo deystviya massovykh vzryvov po rezultatam analiza seysmovzryvnykh prodolnykh i poverkhnostnykh voln [Methodical foundations of ...

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Masonry infill panels - analytical modeling and seismic behavior

Masonry infill panels - analytical modeling and seismic behavior

... to seismic action, a numerical is carried out on a number of 12 plane frames, of different heights (GF+3F, GF+4F, GF+5F, GF+6F) in three different cases of modeling closings and partitions: bare frames, ...

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Analysis of a RCC Building Frame on Terrain Considering Different Seismic Zone

Analysis of a RCC Building Frame on Terrain Considering Different Seismic Zone

... of action under the activity of seismic excitation, in high risk seismic zone the seismic execution of structures are considered as the fundamental ascertain which impacts seismic ...

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Comparison Of Acceleration Spectra Modelled With Eurocode 8 Procedures And Detailed Seismic Wave Propagation In 2D.

Comparison Of Acceleration Spectra Modelled With Eurocode 8 Procedures And Detailed Seismic Wave Propagation In 2D.

... For seismic design of structures based on European Codes the designers take the peak ground acceleration (PGA) values on ground type A (rock) from the seismic hazard map of ...for seismic analysis of ...

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Empirical Seismic Vulnerability and Damage of Bottom Frame Seismic Wall Masonry Structure: A Case Study in Dujiangyan (China) Region

Empirical Seismic Vulnerability and Damage of Bottom Frame Seismic Wall Masonry Structure: A Case Study in Dujiangyan (China) Region

... of seismic walls along the vertical and horizontal direction The upper storys are normally residential buildings, using masonry walls with more vertical and horizontal walls as load-bearing system, which is the ...

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The seismic regime of the da ladder of hydroelectric dam

The seismic regime of the da ladder of hydroelectric dam

... Nam seismic network and it is the strongest one recorded in Da Ladder of hydroelectric Dam, where have the 5 biggest hydroelectric plants operate: Hoa Binh, Son la, Lai Chau, Huoi Quang and Ban ...

5

Study Of Seismic Response Of Column Strengthened By Angles And Strips And Optimizing The Parameters For Deformation, Stress, Life And Damage.

Study Of Seismic Response Of Column Strengthened By Angles And Strips And Optimizing The Parameters For Deformation, Stress, Life And Damage.

... The seismic hazards of building is increased ...to seismic effect, the seismic retrofitting of column using angles and strips is a common technique, here the angles are placed at four corners of the ...

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Seismic Response of RC Framed Structures Having Plan and Vertical Irregularities with and Without Masonry Infill Action

Seismic Response of RC Framed Structures Having Plan and Vertical Irregularities with and Without Masonry Infill Action

... load resisting system is needed to resist these lateral forces. Typical methods of achieving moderate increased lateral stiffness are moment resisting frames, shear walls, infilled frame. The moment resisting frame ...

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Comparison of dike intrusions in an incipient seafloor spreading segment in Afar, Ethiopia: seismicity perspectives

Comparison of dike intrusions in an incipient seafloor spreading segment in Afar, Ethiopia: seismicity perspectives

... study allows us to compare the onset locations of the migrating swarms for each dike. All of the dikes initiate from a <5 km radius zone centered just south of the Ado’Ale Volcanic Complex (12.28°N and 40.64°E, ...

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“Seismic Strengthening Of Structures with Exterior Retrofitting”

“Seismic Strengthening Of Structures with Exterior Retrofitting”

... the seismic retrofitting project for a 7-storied building designed only for gravity load situated in seismic zone III as defined in Indian Seismic Code IS 1893 (Part I): ...

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Probabilistic Assessment of Earthquake Damage and Loss for the City of Tehran, Iran

Probabilistic Assessment of Earthquake Damage and Loss for the City of Tehran, Iran

... Here, we aim to calculate the structural damage and estimate the earthquake loss for the city of Tehran using the open-source software tool SELENA [6]. Because of the paucity of studies providing needed information from ...

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A probabilistic approach to the seismic hazard in Kashmir basin, NW Himalaya

A probabilistic approach to the seismic hazard in Kashmir basin, NW Himalaya

... Due to the complex tectonic setup surrounding the region (Sana and Nath 2017), the hypocentral depth- wise distribution of predicted PGA (g) at 10% probability of exceedance in 50 years was carried out and is shown in ...

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