Edited Books
Seismic Design, Observation, and Retrofit of Foundations
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Proceedings: List of Papers
1. Deep Foundations : Modeling, Analysis, Design
| N. Gerolymos, G. Gazetas Non-linear Lateral Response of Caisson Foundations |
1 |
| N. Gerolymos, G. Gazetas, T. Tazoh Seismic Response of Yielding Pile in Non-linear Soil |
25 |
| G. Mylonakis Ohba-Ohashi Pile-supported Bridge Experiment Revisited: Paradoxes and New Interpretations |
37 |
| K. Okawa, H. Kamei, F. Zhang, M. Kimura Seismic Performance of Group-Pile Foundation with Inclined Steel Piles |
53 |
| M. Saitoh Minimization of Fixed-Head Pile Bending at Optimal Pile Radius |
61 |
2. Deep Foundations in Liquefiable Ground
| R. Boulanger Behavior of Pile Foundations in Liquefied and Laterally Spreading Ground |
69 |
| H. Kiku, M. Nakane Shaking Table Tests on Mechanism of Uplift of Underground Structures in Liquefiable during Earthquake |
77 |
| T. Tazoh, M. Sato, G. Gazetas Centrifuge Tests on Pile-Foundation-Structure Systems affected by Liquefaction-Induced Flow due to Quay-Wall Collapse |
79 |
| N. Yoshida, Y. Ohya Damage to Pile in Liquefied Ground and Applicability of Analysis |
107 |
3. Shallow Foundations and Soil-Foundation Interaction
| A. Pecker Design and Construction of the Foundations of the Rion-Antirion Bridge |
119 |
| M. Apostolou, G. Gazetas Rocking of Foundations under Strong Shaking: Mobilisation of Bearing Capacity and Displacement Demands |
131 |
| C. T. Chatzigogos, A. Pecker, J. Salençon Seismic Bearing Capacity of Circular Foundations |
141 |
| P. Dakoulas, G. Gazetas Dynamic Earth and Water Pressures in the Foundation and the Backfill of Caisson Quaywalls |
165 |
| K. Pitilakis, E. Kirtas, E. Rovithis Is it Possible to Improve the Seismic Structural Behavior with Intervention to Subsoil and Foundation Conditions? |
185 |
| A. Palmeri, N. Makris Response Analysis of Rigid Structures on Viscoelastic Foundation |
203 |
| A. Sextos, A. Kappos, K. Pitilakis Recent Developments on the Effect of Asynchronous Earthquake Excitation on the Dynamic Response of Bridges |
211 |
4. Shallow Foundations and Liquefaction
| T. Travasarou, J. D. Bray, R. Sancio Insights from Soil Structure Interaction Analyses of Buildings in Adapazari Turkey |
229 |
| K. Andrianopoulos, G. Bouckovalas, D. Karamitros Effective Stress Analysis for the Seismic Response of Shallow Foundations on Liquefiable Sand |
239 |
| C. A. Stamatopoulos, A. C. Stamatopoulos Damage of Buildings on Liquefiable Soil in terms of the Rigidity of Shallow Foundation |
249 |
| C. Vrettos Design Issues for Immersed Tunnel Foundations in Seismic Areas |
257 |
5. Remediation and Retrofit
| Y. Adachi, A. Nanjoh , H. Ishizaki Inspection, Restoration from the Earthquake Damage, and Seismic Retrofit of Urban Expressway Pile Foundations |
267 |
| T. Matsuda Advanced In-service Seismic Retrofitting Methods for Railway Viaducts |
277 |
| A. Modaressi, D. Clouteau, F. Lopez-Caballero, D. Pitilakis Use of Numerical Modeling as a Practical Tool for Retrofitting of Foundations |
289 |
| G. Penelis, G. Penelis, A. Sextos Evaluation of the Observed Damage and Rehabilitation Study of Two R/C Biological Treatment Tanks |
299 |
| S. Nakamura, M. Akiyama, S. Sawada Study on the Evaluation of Damage Degree and Fragility Curve for Civil Engineering Structure |
311 |
6. Design on Fault
| J. Bray Engineering to Accommodate Ground Deformations Associated with Surface Fault Rupture |
319 |
| I. Anastasopoulos, G. Gazetas Design against Fault Rrupture: Methodology and Applications in Greece |
345 |
7. Cyclic Soil Behaviour and Ground Excitation
| S. Savidis Non-linear Constitutive Equations for Sand under Cyclic Loading Conditions and Application to Earthquake Engineering |
367 |
| H. Sakai, M. Yoshizawa Seismic Capacity Evaluation of River Dikes using Finite Element Deformation Analysis |
375 |
| K. Wakamatsu, M. Matsuoka GIS-Based Nationwide Site-Amplification αnd Liquefaction Zonings using Japan Engineering Geomorphologic Classification Map |
383 |
| A. Tsomokos, V. N. Georgiannou Liquefaction Curves of Two Fine – Medium Sands |
391 |
8. Site Effects, Ground Improvement,Other Geotechnical Topics
| D. Assimaki Topography-Soil-Structure Interaction Effects during the 1999 Athens Earthquake |
395 |
| P. N. Psarropoulos, Y. Tsompanakis, Y. Karabatsos Impact of local Site Conditions and Dynamic Soil – Structure – Interaction on the Seismic Response of Embankments |
407 |
| C. A. Stamatopoulos, M. Bassanou The Seismic Motion Applied on a Foundation near Sloping Ground during the 1995 Aegion Earthquake and a Method Mitigating this motion |
415 |
| A. Liolios, I. Ioannou, N. Rachaniotis, E. Sakoumpenta, S. Tsotsos, K. Pitilakis A Numerical Approach to The Unilateral Contact Dynamic Problem of Soil-Pile Interaction |
427 |
| P. Georgarakos, M. Yegian, G. Gazetas In-Ground Isolation using Geosynthetic Liners |
432 |
| A. G. Papadimitriou, A. Vytiniotis, G. D. Bouckovalas Equivalence between 2-D and 3-D Numerical Simulations of the Seismic Response of Improved Sites |
441 |
Special Topic
| Y. Goto Disaster Caused by the 2004 Northern Sumatra Island Offshore Earthquake and the Indian Ocean Tsunami |
449 |
Seismic Design, Observation, and Retrofit of Foundations
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Conference Papers
1. Tunnels, Retaining Systems, and Landslides
| Gazetas, G., Anastasopoulos, I., Gerolymos, N., Drosos, V., Kourkoulis, R. and Georgarakos, Τ. Deep immersed tunnel under combined major fault rupture deformation and subsequent strong seismic shaking |
1 |
| Gerolymos, N., Gazetas G. and Vardoulakis, I Seismic triggering, evolution, deposition, and retaining of rapid landslides |
27 |
| Kourkoulis, R., Gelagoti, F., Anastassopoulos, I. and Gazetas, G. Interaction of earthquake-triggered landslide with foundation-structure systems |
51 |
| Kouretzis, G., Bouckovalas, G., Sofianos, A. and Yiouta-Mitra, P. Detrimental effects of urban tunnels on design seismic ground motions |
64 |
| Vrettos, C. Seismic analysis of near-surface tunnel cross-sections |
72 |
| Garini, E. and Gazetas, G. Sliding of rigid block on sloping plane: the surprising role of the sequence of long-duration pulses |
79 |
| Mylonakis, G., Kloukinas, P. and Papantonopoulos, C. A replacement to the Mononobe–Okabe equations by stress limit analysis |
105 |
| Adachi, Y., Yoshimura, S. and Nakata, T. A study on ground displacement due to fault slip and its influence to underground structure |
123 |
2. Shallow Foundations and Soil–Structure Interaction
| Luo, X., Miyamoto, T. and Imamura, T. Study on applicability of seismic-isolation foundation to railway structures |
131 |
| Iiba, M., Watakabe, M., Fujii, A., Koyama, S., Sakai, S. and Yasui, M. A study on dynamic soil-structure interaction effect based on microtremor measurement of building and surrounding ground surface |
135 |
| Kawano, K., Kimura, Y. and Nakamura, Y. Damage index evaluations of SDOF system with dynamic soil-structure interaction |
143 |
| Palmeri, A. Makris, N. Seismic response of rigid structures stepping on nonlinear foundation |
150 |
| Paolucci, R., Shirato, M. and Yilmaz, M. T. Numerical simulations of shaking table experiments on a shallow foundation test model at PWRI, Japan |
158 |
| Apostolou, M. and Gazetas, G. Analytical modelling of footings under large overturning moment |
165 |
| Maravas, G. Mylonakis and D. L. Karabalis Natural period and effective damping of simple structures on footings and piles |
185 |
| Anastasopoulos, L. Gazetas, G. Interaction of shallow and deep foundations with a rupturing normal fault |
197 |
| Pitilakis, D., Clouteau, D. and Modaressi, A. The role of the soil stiffness on the dynamic impedance functions |
212 |
| Kirtas, E., Trevlopoulos, K. , Rovithis, E. and Pitilakis, K. Fundamental period of sdof systems including soil-structure interaction and soil improvement |
225 |
| Kosa, K., Ando, T., Adachi, Y. and Shirato, M. Analytical study on seismic design of footings subjected to earthquake loading |
238 |
| Higuchi, S., Nishioka, H., Tanaka, K., Koda, M. and Hirao, J. Development of the sheet-pile foundation; a series of seismic proving tests |
246 |
| Kawashima, K., Nagai, T. and Sakellaraki, D. Rocking seismic isolation of bridges supported by spread foundations |
254 |
3. Deep Foundations
| Ohtomo, K., Sato, Y. and Sakai, M. Effects of limit state performance of steel bearings on a bridge upper structure |
267 |
| Shirato, M., Kouno, T., Nakatani, S. and Paolucci, R. Large-scale model tests of shallow foundations subjected to earthquake loads |
275 |
| Gerolymos, N., Drosos, V., Escoffier, S., Gazetas, G. and Garnier, J. Numerical modeling of centrifuge cyclic lateral pile load experiments |
299 |
| Maugeri, M. and Castelli, F. Seismic retrofitting of the piled foundation of a reinforced concrete building |
320 |
| Giannakou, A., Gerolymos, N. and Gazetas, G. Influence of batter piles on the seismic response of pile groups |
335 |
| Rovithis, E., Kirtas, E. and Pitilakis, K. Effect of the natural frequencies of the coupled soil-pile-structure system on pile dynamic response |
344 |
| Rovithis1, E., Kirtas1, E. and Pitilakis1, K. Utilization of P-Y curves for estimating soil – pile interaction under seismic loading |
357 |
| Varun, Assimaki, D. and Gazetas, G. Linear elastic transient response of deep rigid foundations: From 3D finite element simulations to design |
369 |
| Pitilakis, K., Anastasiadis, A., Kakderi, K., Argyroudi, S. and Alexoudi, M. Seismic zonation, vulnerability assessment and loss scenarios in Thessaloniki |
386 |
| Saitoh, M. Minimization of fixed-head pile bending at optimal radius under realistic conditions by using seismic deformation method |
401 |
| Maki, T., Tsuchiya, S., Watanabe, T. and Maekawa, K. Seismic response analysis of pile foundation using finite element method |
409 |
| Tuladhar, R., Mutsuyoshi, H. and Maki, T. Seismic behavior of single pile in cohesive soil |
417 |
| Shiotani, T., Miwa, S., Aggelis, D. G., Luo, X. and Haya, H. Passive and active stress wave techniques for damage assessment of railway piers |
424 |
4. Liquefaction Densification Related Studies, and others
| Tazoh, T., Sato, M., Jang, J. and Gazetas, G. Centrifuge tests on remedial measure using batter piles against liquefaction-induced soil flow after quay wall failure |
431 |
| Kerciku, A. A., Bhattacharya, S. and H. J. Burd Why do pile-supported bridge piers and not abutments collapse in liquefiable soils during earthquakes? |
440 |
| Dakoulas, P. Effect of excess pore water pressure buildup on building damage |
453 |
| Papadimitriou, G., Moutsopoulou, M.-E. and Bouckovalas, G. D Numerical analysis of gravel drain performance in liquefiable soils |
467 |
| Egglezos, D. Estimating earthquake induced settlements on granular soils – Application to shallow foundations |
479 |
| Georgiannou, V. N. and Tsomokos, A. Unstable behaviour of a fine sand under cyclic loading |
491 |
| Schenkengel, K.-U., Becker, A. and Vrettos, C. Numerical simulation of liquefied sand using a shear-thinning fluid model |
497 |
| Papadopoulou, A. I. and Tika, T. M. On the liquefaction resistance of silty sands |
504 |
| Matsuda, T. and Sato, K. Effect of countermeasures for pile foundation under lateral flow caused by liquefaction |
513 |
| Yoshida, N. Effect of duration of earthquake on onset of liquefaction |
521 |
| Soejima, M., Suizu, A., Ejiri, J. and Matsuda, T. A simple evaluation method for earthquake damage to the quay walls |
527 |
| Kataoka, S. Effect on records of seismic intensity-meter by adjacent building |
531 |
Seismic Design, Observation, Retrofit of Foundations
Click here to download the proceedings
4th Japan-Greece Workshop:
Proceedings: List of Papers
1. Pile Foundations, Liquefaction
| S. Bhattacharya, T. Tazoh, J. Jang, M. Sato A study on the behavior of raked piles in seismically liquefiable soils |
1 |
| T. Tazoh, M. Sato, J. Jang, Y. Taji, G. Gazetas Kinematic Response of Batter Pile Foundation: Centrifuge Tests |
20 |
| A. Giannakou, N. Gerolymos, G. Gazetas Kinematic and Inertial Behavior of Batter Piles |
36 |
| V.A. Drosos, N. Gerolymos, G. Gazetas Seismic Response of Bridge Pile–Columns |
51 |
| S. Mori Efficiency of Equal Energy Assumption for Evaluating Ductility Factors of a Pile |
71 |
| Y. Goto Sinkage of a Pile Foundation during the Niigata‐ken Chuetsu‐oki Earthquake in 2007 |
82 |
| M. Sato, K. Tabata Large‐scale Shake Table Tests on Lateral Spreading of Sheet‐pile Quay Wall and Pile Foundation |
89 |
| K. Tabata, M. Sato E‐Defense Shaking Table Test on Liquefaction‐Induced Lateral Spreading of Large‐Scale Model Ground with Quay Wall and Pile‐Supported Structure |
96 |
| A. Valsamis, G. Bouckovalas, E. Drakopoulos Design charts for single piles under lateral spreading of liquefied soil |
104 |
| P. Tasiopoulou, N. Gerolymos, T. Tazoh, G. Gazetas Piles in Liquefaction–Induced Soil Flow behind Quay Wall: A Simple Physical Method Versus Centrifuge Experiments |
114 |
| A. Ohta, F. Miura,Y. Ono, J. Kiyono Finite Element Analysis of Pile‐Soil Interaction System by Overlaying Mesh Method |
128 |
| F. Zhang, Y. Jin Unique description of liquefaction behavior of Toyoura sands with different densities |
140 |
2. Earthquake Observations, Ground Motions
| S. C. Dutta, P. Mukhopadhyay, S. Bhattacharya Impact of Moderate Earthquakes in Post‐Bhuj Era: Case Study of Sikkim 2006 and Durgapur 2008 Earthquakes, India |
154 |
| A. Mikami, Y. Nariyuki, T. Matsuda Statistical Evaluation of Embedment Effect on Damage to RC Building Structures during the 1995 Hyogoken‐Nanbu Earth‐quake |
171 |
| Masanori Hamada, Xu Wu Global Increase of Natural Disasters and International Cooperation for Disaster Mitigation |
177 |
| H. Iemura, M.H. Pradono, M. Sugimoto Tsunami Damage Studies and Construction of the Memorial Poles in Banda Aceh |
186 |
| A. Moulay The Algerian Experience of Covering Earthquake Damages and Applied Techniques of Reinforcement |
193 |
| T. Tobita, S. Iai, T. Iwata Numerical Analysis of Near‐Field Asymmetric Vertical Motion |
206 |
| E. Garini, G. Gazetas, N. Gerolymos Effect of Pre‐Yielding Elasticity on Sliding Triggered by Near‐Fault Motions Modeled as Idealized Wavelets |
219 |
| A. Ziotopoulou, G. Gazetas The Irrationality of Current Seismic Code Spectra for Soft Soils :Proposed Remedy |
229 |
3. Soil–Structure Interaction
| M. Iiba, Y. Umemura, O. Kurimoto, T. Akita, M. Teshigawara, K. Watanabe Calculation of seismic response of building based on pushover analysis of SSI model |
238 |
| K. Kawano, Y. Kimura Aftershock Effects on Damage Evaluations for Soil Structure Interaction System |
258 |
| M. Nakamura, Y. Kitamura, J. Suzumura, K. Hanada Soil‐Structure Interaction Problem of a School Building Based on Earthquake Records and Dynamic Substructure Method |
267 |
| K. Pitilakis, E. Kirtas, E. Rovithis Effect of Foundation Soil Interventions to the Seismic Response of Mdof Structures |
276 |
| S. Miwa, A. Furukawa, J. Kiyono Shaking table test on seismic behavior of gravestome similar to stone pillars with and without reinforcement |
287 |
| M. Saitoh Mechanical Representation of Dynamic Stiffness of Soil‐Foundation Systems |
296 |
| E.J. Sapountzakis, A.E. Kampitsis Nonlinear Dynamic Analysis of Partially Supported Beam‐Columns on Nonlinear Elastic Foundation Including Shear Deformation Effect |
302 |
| S. Nakamura, S. Nishiyama, T. Matsumoto, Y. Miyagawa Seismic risk of the underground structure considering the uncertainty of seismic action |
330 |
| D. Pitilakis Topographic irregularities and soil – foundation – structure interaction |
330 |
| M. Apostolou Numerical modelling of shallow foundation under cyclic overturning moment and validation through centrifuge experiments |
344 |
4. Bridges: Analysis, Design, and Retrofit
| Y. Adachi, H. Kanaji, T. Nishioka Retrofit technologies of long‐span bridges in Hanshin Expressway |
355 |
| N. Gerolymos, G. Gazetas Pile Foundations in Improved Soil for Highway Bridge facing Liquefaction–Induced Soil Flow |
362 |
| I. Anastasopoulos, R. Kourkoulis, V. Drosos, T. Georgarakos, G. Gazetas Methodology for Design Analysis of Bridges against an Emerging Fault Rupture |
375 |
| I. Anastasopoulos, M. Loli, N. Gerolymos, M. Apostolou, G. Gazetas Towards a Reversal of Seismic Capacity Design. Part A : Analy‐sis of Bridge Pier–Foundation System |
393 |
| I. Anastasopoulos, T. Georgarakos, V. Drosos, S. Giannakos, G. Gazetas Towards a Reversal of Seismic Capacity Design : Part B. Shaking‐Table Testing of Bridge Pier–Foundation System |
407 |
| I. Anastasopoulos Simplified Method for the Design of Raft Foundations against a Direct Hit by Thrust Faulting |
419 |
| E. Stavropoulou, I. Anastasopoulos, G. Gazetas Preliminary SFSI Studies for the Messina Bridge Foundations |
438 |
| H. Wang Field Observations of Wenchuan Earthquake of May 12 2008 |
449 |
| P. Dakoulas Lateral and Longitudinal Seismic Vibrations of Concrete Face Rockfill Dams |
470 |
| H. Kimata, Y. Fujita, H. Horii, M. Yazdani Dynamic Crack Propagation Analysis of Concrete Gravity Dams with Jointed Rock Foundation |
486 |
| O.J. Ktenidou, D. Raptakis, K. Pitilakis, F.‐J. Chávez‐García Engineering aspects of site and topography effects at Aegion, Greece |
495 |
| R. Kourkoulis, F.Gelagoti, I. Anastasopoulos, G. Gazetas Piles for Stabilising Seismically Precarious Slopes. Part A : Development and Validation |
506 |
| R. Kourkoulis, F.Gelagoti, I. Anastasopoulos, G. Gazetas Piles for Stabilising Seismically Precarious Slopes. Part B : Parametric Analysis and Design Charts |
520 |
| N. Sitar, L. Al Atik On seismic response of retaining structures |
534 |
| N. Gerolymos The Nikawa (1995) and Higashi – Takezawa (2004): Modelling and Numerical Analysis |
545 |
| N. Yoshida Effect of hysteretic damping and stiffness at unloading on response of ground during Earthquake |
573 |
6. Monuments
| A. Miltiadou‐Fezans Structural restoration process to protect a world heritage monument after an earthquake disaster: the case of the Katholikon of Dafni Monastery in Attica Greece |
584 |
| V. Koumousis On the Dynamic Behavior of a Lightweight Isolator for Museum Artifacts |
605 |
| P. Mukhopadhyay, S. C. Dutta, S. Bhattacharya Lessons learnt from the Impact of Sikkim 2006 Earthquake on Heritage Structures |
615 |
| K. Pitilakis, S. Hemeda Seismic Response Analysis of Underground Monumental Structures. The Catacombs of Kom El‐Shoqafa, Alexandria, Egypt. |
629 |
| I.N. Psycharis, H.P. Mouzakis, A. Miltiadou, P. Pavlopoulou, I.M. Taflampas Estimation of the seismic response of historical structures and evaluation of interventions |
644 |
| T. Zimmermann, A. Strauss In Plane Response of old Masonry under Seismic Loads |
658 |
| N. Makris The reconstruction of the north‐east corner of the temple of Zeus at Nemea, Greece |
665 |
| Furukawa A., Kiyono J., Toki K. Dynamic Analysis of Rupture Process of Masonry Buildings using New Simulation Method |
678 |
Seismic Design of Foundations, Innovations in Seismic Design, and Protection of Cultural Heritage
Proceedings: List of Papers
Volume 1
Click here to download Volume 1
| K. Konagai The impact of the March 11th 2011 Great East Japan Earthquake – As a substitute for the welcome address |
i |
| G. Gazetas To our dear Japanese friends |
iii |
Invited papers
| M. Hamada & N. Y. Yun Future Directions of Earthquake-Tsunami Disaster Reduction Based on the Lessons from the 2011 Great East Japan Earthquake |
5 |
| K. Kawashi’ma R. Zafra, T. Sasaki, K. Kajiwara, & M. Nakayama Effectiveness of Polypropylene Fiber Reinforced Cement Composite for Enhancing the Seismic Performance of Bridge Columns |
11 |
| K. Pitilakis The European research project SYNER-G: Systemic seismic vulnerability and risk analysis for buildings, lifeline networks and infrastructures safety gain |
23 |
| S. Lagomarsino et. al. PERPETUATE Project: the performance-based assessment for the earthquake protection of cultural heritage |
29 |
| A/I. K. Yegian, & S. G. Arzoumanidls Seismic Vulnerability Assessment and Retrofitting of the Historic Brooklyn Bridge |
35 |
| E. Vintzileou Testing a cross vault and a two storey masonry building on the shaking table: Preliminary experimental results |
63 |
Submitted papers
| K. Kosa, L Fu, H. Shimizu, & T. Sasaki Damage Analysis of Utatsu Bridge Affected by Tsunami due to Great East Japan Earthquake |
71 |
| N. Nakamura Seismic Response Analysis Using Energy Transmitting Boundary in the Time Domain |
81 |
| H. Kimata, P. Rungbanaphan, K. Fukutake, J. Jang, Y. Murono, A. Toyooka, & T. Nishlmura Influence of the Embedded Length of Friction Pile on Seismic Isolation Effect of Elevated Railway Bridge Rigid Frame |
93 |
| Y. Jin, X. Bao, & F. Zhang Soil-water Coupling Analysis of Real-scale Field Test on Group-Pile Foundation Subjected to Cyclic Horizontal Loading |
99 |
| S. Bhattacharya, S.R.Dash, D.Lombard!, N.A.AIexander, T. Tazoh, J.Jang, & M. Sato Dynamic centrifuge tests to study the transient bending moments in piles during liquefaction |
107 |
| A. Ohta, & F. Miura Parametric Study on Pile-Soil Interaction Analyses by Overlaying Mesh Method |
123 |
| M. Saitoh, T. Saito, T. Hikima, M. Ozawa, & K. Imanishi On the Performance of a Mechanical System Emulating Dynamic Stiffness of Soil-Foundation Systems |
135 |
| K. Pitilakis, K. Trevlopoulos, & G. Tsinidis Demand spectra for PBD In case of Improved soils, existence of basements and shallow underground cavities |
141 |
| M. Loll, & Anastasopoulos Normal and Reverse Fault Rupture Interaction with Caisson Foundations : Centrifuge Modeling and Numerical Simulation |
159 |
| I, Anastasopoulos, R. Kourkoulis, & Papadopoulos 1-g Experimental Investigation of the Metaplastic Rocking Response of 1-dof Oscillators on Shallow Footings |
169 |
Volume 2
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| V. Calugaru, & M. Panagiotou Earthquake-Resistant Tall Reinforced Concrete Buildings Using Seismic Isolation and Rocking Core-Walls |
183 |
| T. Tazoh, M. Sato, J. Jang, Y. Taji, H. Kimata, N. Kobayashi, & G. Gazetas Seismic Behavior of Batter Pile Foundation: Centrifuge Tests and Analytical Study |
199 |
| S. Kataoka Amplitude dependent response for three-story moment-resistant building during earthquakes |
217 |
| K. Uno, M. MItou, & H. Otsuka Shaking Table Test of Bridge Pile Foundation in Liquefied Ground Focused on Section Force to the Intermediate Part of Pile |
227 |
| S. Ishizaki, T. Nagao, & K. Tokimatsu Dynamic Centrifuge Model Test of Pile-Supported Building with Semi-Rigid Pile Head Connections in LIquefiable Soil |
237 |
| M. liba, & K. Watanabe Effects of inertial and kinematic interaction on vibration of an apartment building based on earthquake observation records |
247 |
| Anastasopoulos, M. Loll, V. Drosos, & . Gazetas Cyclic Pushover and Shake Table Testing of Bridge Pier with Foundation Uplifting and Soil Yielding |
261 |
| Ph. S. Karydakis, I. Vagias, & G. loannldiss INSTED: Innovative Stiffness and Energy Dissipation System, Final Report |
271 |
| A. Higatani, K. Sasaki, & N. Hamada Earthquake Damage Estimating System in Hanshin Expressway Network |
279 |
| K. Wakamatsu Historic Liquefaction Sites In Japan, 745-2008 |
287 |
| T. Sato Physical Meaning of Phase in Earthquake Motions |
297 |
| K. Pitilakis, A. Anastasladis, & E. Riga New soil classification system and amplification factors for seismic code provisions |
307 |
| K. Pitilakis, & K. Kakderi Seismic risk assessment and management of lifelines, utilities and infrastructures |
323 |
| Ev. Garini, & G. Gazetas The Christchurch 2011 Earthquake: Elastic and Perfectly-Plastic Response Potential of Selected Ground Motions |
349 |
| S. Lagomarsino Seismic vulnerability of ancient churches: damage observation after L’Aquila earthquake (2009) |
359 |
| H. Alexakis, & N. Makris Structural Stability and Bearing Capacity Analysis of the Tunnel- Entrance to the Stadium of Ancient Nemea |
377 |
| S. Nagata, K. Kanazawa, & K. Kajiwara Seismic Damage Evaluation on Full-scale Reinforced Concrete Bridge Columns based on Ambient Vibration Monitoring |
393 |
| K. Kawano, & K. Nagafuchi Uncertainty effects on seismic response evaluations of ground pavement system |
403 |
| I. Yoshida Development of MPS method for simulation of slope failure |
413 |
| H. Kimata, Y. Fujita, M.R. Okhovat, & M. Yazdani Preliminary Study on Earthquake-induced Progressive Failure of Jointed Rock Foundation Supporting Arch Dam |
421 |
| N. Yoshida, & Y. Ohya Some notes on liquefaction analysis in simple two-dimensional formulation |
429 |
| K. Hoiikoshi, H. Ishii, H. Matsui, & K. Higaki Development of New Liquefaction Countermeasure Aimed for Old Existing Structures |
435 |
| M. Shinohara, & H. Kanaji Seismic Performance of an Integrated Steel Pipe Bridge Pier by Multi Steel Pipes with Hysteretic Shear Damper |
443 |
| M. Nakayama, T, Sasaki, R. Zafara, K. Kajiwara, & K. Kawashima Shake Table Experiment on Damage Free RC Bridge Column Using E-Defense |
451 |
| Z. Shi, K. Kosa, J. Zhang, & H. Shimizu Seismic Evaluation of a RC Rigid-Frame Arch Bridge Affected by Wenchuan Earthquake, May 12th, 2008, China |
459 |
| A. Mikami Method of Evaluating Average Shear Wave Profiling for Levees by Using Microtremor Measurement |
471 |
| P. Vazouras, S. Karamanos, & P. Dakoulas Seismic Performance of Buried Steel Pipelines Crossing Strike-Slip Seismic Faults |
487 |
Volume 3
Click here to download Volume 3
| M. Nakamura, & J. Suzumura An Estimation Method of Frequency Response Functions and Its Application to Vertical Array Earthquake Records |
501 |
| Y. Goto, M. H. Pradono, R. P. Rahmat, A. Hayashi, & K. Miyatake Strong Ground Motion and Damage to Large Scale Buildings by September 30, 2009 Earthquake in Padang, Indonesia |
513 |
| S. Argyroudis, & K. Pitilakis Seismic vulnerability of shallow tunnels. Application to the metro of Thessaloniki, Greece |
521 |
| S.D. Fotopoulou, & K.D. Pitilakis Towards an analytical tool for quantifying vulnerability of simple RC buildings to permanent co-seismic slope deformation |
539 |
| D. Egglezos Estimation of Earthquake Induced Dry Settlements of CFR Dams |
557 |
| A. Zafeirakos, & N. Gerolymos Effect of Soil and Interface Nonlinearities on the Response of Caisson-Supported Bridge Piers |
569 |
| S. Giannakos, N. Gerolymos, & G. Gazetas Single Pile vs. Pile Group Lateral Response under Asymmetric Cyclic Loading |
577 |
| P. Tasiopoulou, & G. Gazetas Seismic Analysis of Reinforced-Earth Wall on Precarious Soil Improved with Stone Columns |
589 |
