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"Bangunan penyelamat atau yang biasa dikenal dengan escape building dalam penggunaan sehari-hari dapat diperuntukkan sebagai fasilitas umum seperti perkantoran ataupun ruang serbaguna, namun pada saat terjadi bencana gempa dan tsunami maka bangunan ini dapat digunakan sebagai tempat perlindungan sehingga harus dilengkapi dengan kemudahan jalan masuk yang memadai seperti ramp dan tangga. Struktur bangunan penyelamat ini berdasarkan FEMA P646 harus memiliki sistem yang kuat untuk menahan gaya yang ekstrim, sistem terbuka yang dapat mengalirkan air dengan sedikit tahanan, sistem daktail yang menahan gaya yang ekstrim tanpa hancur, dan sistem tak tentu yang dapat mengalami kegagalan parsial tanpa keruntuhan progresif. Bangunan penyelamat berlokasi pada wilayah Banda Aceh dengan kondisi tanah lunak (SE) sehingga didapat Sds 1,05 dan Sd1 0,217. Beban tsunami yang digunakan adalah gaya hidrodinamik, puing (debris impact), dan angkat (uplift). Gaya yang lebih dominan berpengaruh terhadap struktur adalah akibat gaya gempa dibandingkan tsunami yang dapat terlihat dari besaran nilai momen dan shear check.

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Building a savior or commonly known as escape building in daily use can be designated as public facilities such as office or utility room, but in the event of earthquake and tsunami is building can be used as a sanctuary and should be equipped with adequate ease of access such as ramps and stairs. Building structure is based on FEMA P646 rescuer must have robust systems to withstand extreme forces, an open system that can drain the water with little resistance, ductile systems that withstand extreme forces without destroyed, and the indeterminate system that can undergo a partial failure without progressive collapse . Rescue building located at the Banda Aceh area with soft soil conditions (SE) to obtain SdS 1.05 and Sd1 0.217. Tsunami load used is the hydrodynamic force, debris (debris impact), and lift (uplift). Style that is more dominant effect on the structure is due to the tsunami earthquake forces than can be seen from the magnitude of the moment and shear check."

"Dealing with volcanic and seismic activity, this book comprises eighteen papers, most of which were presented at an international seminar organized and held at the Complutense University of Madrid in October 2001. It addresses geodetic, geophysical and geochemical effects; monitoring; and theoretical modelling of volcanic and seismic processes."

"The work presented in this thesis is divided two subjects. First, devoted to the behavior, mechanic model, simulation and analysis of plate tectonics under excitation force approximated. Approach of an Earthquake are assumptions on the nature of the rupture process, review the evidence for the essential importance of the flow under plate with the modes of deformations.

Earthquake is primarily a mechanical process which appears as genuire rupture of crust and the earth behaves as an elastic body during the short time span of the phenomena. The friction has probably a fundamental role in the mechanics of the earthquakes. Rock mechanicians consider an earthquake as a stick-slip event controlled by the friction properties of the fault.

During an earthquake, on the nature of the fault and on the effect of trapped fluids within the crust at seismogenic depth, fault zone head seismic waves are generated by a shear-dislocation source and then propagated through the modeled earth medium. Wave propagation theory is used to solve the problem at hand for wave motion response, which is found as the superposition of the mean and scattered wave response.

Second, devoted model of the wave propagation, an important modeling tool of fault zone properties at depth can be provided by accurate simulations of seismic fault zone head and trapped waves for realistic structures. Analytical solutions for seismic wave fields generated by double-couple sources at material discontinuities in plane-parallel structures. Extensive 2D studies of the dependency of fault zone wave motion on basic media properties and source receiver geometries show that there are significant trade offs between propagation distances along the structure, fault zone width, impedance contrasts, source location within.

And the most important applications of the theory of structural dynamics is in analyzing the response of the structures to ground shaking caused by an earthquake. The study for earthquake response of linear SDF systems to earthquake motions concerned the displacement, velocity and acceleration. Then we introduced the response spectrum concept, which is central to earthquake engineering, together with procedures to determine the peak response of systems directly from the response spectrum."