Earthquake Resistant Engineering Structures IV, Vol. 4
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A "new" multimode load pattern for pushover analysis: the effect of higher modes of vibration3Initial conceptual design of earthquake resistance r/c/ and masonry buildings according to Eurocode 815Plastic energy dissipation and ductility of symmetric reinforced and over-reinforced RC elements' sections27Aseismic design by ground improvement for preventing damage of soil-pile foundation-super structure system37Inclusion of the vertical seismic acceleration in one-story buildings analysis47Analytical prediction for the capacity of old-new concrete interfaces57Shake table response of bridge columns69Seismic retrofit of reinforced concrete bridges79Experimental study on RC bridge pier model under cyclic bi-axial horizontal loadings89Seismic analysis of masonry bridges by a nonlinear 3D FEM97Some problems in modelling a rigid-plastic cantilever beam subjected to impact loading109Seismic behavior of rectangular concrete beams with spirals near potential plastic hinges121Structural response to transverse impact loading. Some orders of magnitude131On the collapse of a masonry tower subjected to earthquake loadings141Seismic vulnerability of Iranian historical domes157Preliminary investigation of earthquake risk to Inca's architectural heritage167Damage assessment of base-isolated building using subspace identification approach179Pushover analysis of masonry infilled steel frames with seismic infill wall isolator subframe (SIWIS) system191A high earthquake-proof spread foundation system for energy storage tanks203Effect of the foundation stiffness on the response of a seismically isolated tank under SSE conditions213Influence of input motion characteristics on dynamic soil-structure interaction by shaking table tests225Local damage assessment of a building using Support Vector Machine235Experimental investigations of modal properties of cracked reinforced concrete structures245Repair mortars for the Byzantine masonries restoration interventions providing earthquake protection253Online identification of a building with an active control device263Maximum response of structures with added viscous dampers subjected to base excitation using a modified response spectrum273Verification of damped cable system performance in the seismic rehabilitation of buildings283Correlation between local site effects and structural damage distributions of Kobe earthquake295Evaluation of the destructive potential of the 1997-1998 earthquake ground motion in the town of Sellano305Numerical study on the frequency-dependent viscous damping in dynamic response analyses of ground315Examining spatial intra-event variability of peak ground accelerations as a function of separation distance325Dynamic simulation on volcanic sediment transport335The role of transcurrent fault structures in damage typology during the Izmit and Duzce earthquakes (Turkey, 1999)345Earthquake protective systems in civil engineering structures - Evolution and application359The behavior of reinforced blockwork masonry columns under axial compression371Author Index381
