![seismosignal keygen crack seismosignal keygen crack](http://i.ytimg.com/vi/s3ZM92JXXhc/hqdefault.jpg)
Papazoglou and Elnashai (1996) studied the effects of the vertical earthquake ground motion on buildings and bridges, based on field evidence and analytical results. The effect of the vertical ground motion component on masonry structures or structures, in general, has been investigated by various researchers. It is described in the forms of: (i) spectrum, elastic, or design (ii) time-history, artificial, or recorded/simulated accelerogram. The vertical component consists an integral part of the seismic action and is defined by design codes. The pathology estimation reveals important information concerning the structural effects due to vertical accelerations. The first case refers to the action of the two horizontal-component of ground motions while the second one takes into account the three translational seismic components. The structural seismic analysis is conducted for two cases. An adequate number of near-field earthquake events has been used, taking into account that they are related to significant vertical components. Non-linear material behavior is taken into account as well as soil-structure interaction effects. A three-dimensional finite element model of the initial state of Xana is constructed. Xana suffers tensile cracks along the interior surface of the dome, a vertical fracture located on the northern wall and vertical tensile cracks located at the openings. Nowadays, the triangular roof, that covered the structure, and the first part of the monument do not exist. The structure consisted of two consecutive parts: one for the travelers and one for the animals. The monument’s plan is rectangular and the three-leaf masonry circumferential walls support a hemicylindrical dome constructed by bricks and mortar. The present study aims to investigate the effects of the seismic vertical component on the pathology of Xana monument which is a typical caravanserai, constructed circa 1375–1385 and is located in the archeological site of the municipality of Trainapoulis, Greece. Laboratory of Structural Analysis and Dynamics of Structures, Department of Civil Engineering, Aristotle University of Thessaloniki, Thessaloniki, Greece.
![seismosignal keygen crack seismosignal keygen crack](https://www.frontiersin.org/files/Articles/666840/fbuil-07-666840-HTML/image_m/fbuil-07-666840-g005.jpg)
![seismosignal keygen crack seismosignal keygen crack](https://img.yumpu.com/17108089/1/500x640/seismically-retrofitting-reinforced-concrete-moment-bictel-e-ulg.jpg)
Vasiliki Terzi and Asimina Athanatopoulou *