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Part I Ground Motion, Rotations and Wave Propagation Effects |
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1 A General Procedure for Selecting and Scaling Ground Motion Records for Nonlinear Analysis of Asymmetric-Plan Buildings |
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3 | (10) |
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2 Prediction of the "Average" Peak Nonlinear Seismic Response of Asymmetric Buildings Under Bi-directional Ground Motion Acting at an Arbitrary Angle of Incidence |
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13 | (12) |
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3 Evaluation of Torsional Component of Ground Motion by Different Methods Using Dense Array Data |
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25 | (10) |
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4 Estimation of Rotational Ground Motion Effects on the Bell Tower of Parma Cathedral |
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35 | (14) |
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5 FOSREM: Fibre-Optic System for Rotational Events and Phenomena Monitoring: Construction, Investigation and Area of Application |
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49 | (16) |
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6 Application of Rotation Rate Sensors in Measuring Beam Flexure and Structural Health Monitoring |
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65 | (12) |
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7 Asymmetric Continuum with Shear and Rotation Strains Including Quantum Synchronous Processes |
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77 | (12) |
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Part II Seismic Analysis and Design of Irregular Structures |
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8 Seismic Assessment of RC Frame Buildings |
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89 | (10) |
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9 Torsional Index of an Asymmetric Building Based on Mode Shape |
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99 | (12) |
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10 An Approximate Method for Assessing the Seismic Response of Irregular in Elevation Asymmetric Buildings |
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111 | (12) |
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11 Application of Nonlinear Static Procedures for the Seismic Assessment of a 9-Storey Asymmetric Plan Building |
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123 | (12) |
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12 Seismic Assessment of an Existing Irregular RC Building According to Eurocode 8 Methods |
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135 | (14) |
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13 The Concrete Strength Variability as Source of Irregularity for RC Existing Buildings |
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149 | (10) |
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14 The Influence of Axial Load Variation on the Seismic Performance of RC Buildings |
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159 | (12) |
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15 Parametric Study of Inelastic Seismic Response of Reinforced Concrete Frame Buildings |
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171 | (10) |
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Asimina M. Athanatopoulou |
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Amfilohios Throumoulopoulos |
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16 Seismic Upgrading of Vertically Irregular Existing r.c. Frames by BRBs |
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181 | (12) |
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17 Application of Nonlinear Static Method with Corrective Eccentricities to Steel Multi-storey Braced Buildings |
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193 | (12) |
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18 Influence of the Interaction Yield Domain on Lateral-Torsional Coupling of Asymmetric Single-Storey Systems |
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205 | (10) |
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19 Improved Nonlinear Static Methods for Prediction of the Seismic Response of Asymmetric Single-Storey Systems |
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215 | (10) |
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20 Influence of the Rotational Mass Inertia on the Torsional Seismic Response |
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225 | (8) |
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21 Seismic Response Trends of SDOF Plan Irregular Structures. Simplified Approach |
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233 | (10) |
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22 Maximum Corner Displacement Amplifications for Inelastic One-Storey In-Plan Asymmetric Systems Under Seismic Excitation |
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243 | (12) |
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23 Earthquake-Induced Pounding Between Asymmetric Steel Buildings |
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255 | (8) |
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24 Dynamic Analysis of Irregular Multistorey Shear Wall Buildings Using Continuous-Discrete Approach |
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263 | (12) |
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25 Analysis of the Dynamic Response of Masonry Buildings with Irregularities of Localization of Bearing Elements Due to Mining Shocks |
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275 | (14) |
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26 Numerical and Experimental Prediction Methods for Assessment of Induced Vibrations in Irregular Buildings |
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289 | (14) |
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27 Stability Analysis of Zelazny Most Tailings Dam Loaded by Mining-Induced Earthquakes |
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303 | (12) |
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Part III Seismic Control and Monitoring of Irregular Structures |
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28 Optimal Drift and Acceleration Control of 3D Irregular Buildings by Means of Multiple Tuned Mass Dampers |
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315 | (8) |
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29 Improved Seismic Performance of RCC Building Irregular in Plan with Water Tank as Passive TMD |
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323 | (10) |
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30 Behaviour of Asymmetric Structure with Base Isolation Made of Polymeric Bearings |
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333 | (10) |
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| Index |
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343 | |
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