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The probable mitigation and management issues of seismic hazard necessitate seismic microzonation for hazard and risk assessment at the local level. Such studies are preceded with those at a regional level. A comprehensive framework, therefore, encompasses ...
Reference: Nat. Hazards Earth Syst. Sci., 9, 1445–1459, 2009
Stonecutters Bridge will have a main span of 1018m to cross the Rambler Channel in Hong Kong, China. The 1596m long cable stayed bridge has a steel main span and concrete back spans. The tapered mono column towers stand on the bridge centre line between the ...
Reference: The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China
In this study is shown that spherical harmonic (SH) solutions of the Gravity Recovery and Climate Experiment (GRACE) are now of sufficient quality to observe effects of co-seismic and post-seismic deformation due to the rupture from the Mw = 9.3 Sumatra-Andaman ...
Reference: GEOPHYSICAL RESEARCH LETTERS, VOL. 34, L13302, 2007
In this report is presented a critical review of the historical record as well as an overview of potential earthquake sources in and around Karachi.
Reference: Seismological Research Letters Volume 78, Number 6 November/December 2007
<p>This paper presents the probabilistic assessment of seismic hazard associated with the stable continental shield of peninsular India (10&deg;N-26&deg;N; 68&deg;E-90&deg;E) in terms of peak ground accelerations for different levels of ground shaking. The ...
Reference: ISET Journal of Earthquake Technology, Paper No. 470, Vol. 43, No. 3, September 2006, pp. 49-64
In this paper is shown that the earthquake's true size and tsunami potential can be determined using GlobalPositioning System (GPS) data up to only 15 min after earthquake initiation, by tracking the mean displacement of the Earth's surface associated with ...
Reference: GEOPHYSICAL RESEARCH LETTERS, VOL. 33, L11309, 2006
<p>Deterministic Seismic Hazard Analysis (DSHA) for the Bangalore, India has been carried out by considering the past earthquakes, assumed subsurface fault ruptur lengths and point source synthetic ground motion model. The sources have been identified using ...
Reference: Nat. Hazards Earth Syst. Sci., 6, 927–939, 2006
This paper presents findings that the collapse of the walls was from a combination of the effects of (1) the additive changes made to the walls, particularly in recent restorations, and (2) extensive damage from termites and loss of the cohesion of the clay, ...
Reference: JSEE (Iranian Journal of Seismology and Earthquake Engineering): BAM Earthquake Issue (forthcoming)
Scenario earthquakes have been used for the design and safety assessment of nuclear power plant structures and equipments. Scenario earthquakes can be obtained from the deaggregation of Probabilistic Seismic Hazard Analysis (PSHA) results. In this study, ...
Reference: Transactions of the 17 th International Conference on Structural Mechanics in Reactor Technology (SMiRT 17) Prague, Czech Republic, August 17 –22, 2003
The seismic safety of 260 m high rock-fill dam in narrow and curved valley, located in seismically active area subjected to Maximum Credeble Earthquake (MCE) with Peak Ground Acceleration (PGA) 0.5g has been investigated. A sequential nonlinear static and ...