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                             177 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A case study of damages of the Kandla Port and Customs Office tower supported on a mat–pile foundation in liquefied soils under the 2001 Bhuj earthquake Dash, Suresh R.
 2009
 2 p. 333-346
14 p.
 artikel
2 A critical state interpretation for the cyclic liquefaction resistance of silty sands Bouckovalas, George D
 2003
 2 p. 115-125
11 p.
 artikel
3 Active protection of large structures under seismic loads: artificial damping and stiffness supplied by a hydromechanical servodrive Carotti, A.
 1991
 2 p. 110-126
17 p.
 artikel
4 Advanced real-time acquisition of the Vrancea earthquake early warning system Mărmureanu, A.
 2011
 2 p. 163-169
7 p.
 artikel
5 Amplification of strong ground motion in the city of Zagreb, Croatia, estimated by computation of synthetic seismograms Lokmer, Ivan
 2002
 2 p. 105-113
9 p.
 artikel
6 An alternative approach for the Istanbul earthquake early warning system Alcik, Hakan
 2011
 2 p. 181-187
7 p.
 artikel
7 An empirical attenuation relationship for Northwestern Turkey ground motion using a random effects approach Özbey, Cem
 2004
 2 p. 115-125
11 p.
 artikel
8 An energy-based methodology for the assessment of seismic demand Decanini, Luis D.
 2001
 2 p. 113-137
25 p.
 artikel
9 A new prototype system for earthquake early warning in Taiwan Hsiao, Nai-Chi
 2011
 2 p. 201-208
8 p.
 artikel
10 An examination of τc -Pd earthquake early warning method using a strong-motion building array Shieh, Jang-Tian
 2011
 2 p. 240-246
7 p.
 artikel
11 An indication of the soil topmost layer response in Quito (Ecuador) using noise H/V spectral ratio Guéguen, P
 2000
 2 p. 127-133
7 p.
 artikel
12 Announcement 1995
 2 p. 161-
1 p.
 artikel
13 A note on differences in tsunami source parameters for submarine slides and earthquakes Trifunac, M.D.
 2002
 2 p. 143-155
13 p.
 artikel
14 A note on scaling peak acceleration, velocity and displacement of strong earthquake shaking by Modified Mercalli Intensity (MMI) and site soil and geologic conditions Trifunac, M.D.
 1992
 2 p. 101-110
10 p.
 artikel
15 A note on time of maximum response of single degree of freedom oscillator to earthquake excitation Lee, V.W.
 1986
 2 p. 119-129
11 p.
 artikel
16 A note on tsunami amplitudes above submarine slides and slumps Todorovska, M.I.
 2002
 2 p. 129-141
13 p.
 artikel
17 A parametric study of the finite element eigenfunction method for the scattering of SH-waves Eilouch, M.N.Alyagshi
 1987
 2 p. 70-74
5 p.
 artikel
18 A pattern recognition approach to evaluation of soil liquefaction potential using piezocone data Dou Yiqiang,
 1993
 2 p. 91-101
11 p.
 artikel
19 Application of an earthquake early warning system and a real-time strong motion monitoring system in emergency response in a high-rise building Kubo, Tomohiro
 2011
 2 p. 231-239
9 p.
 artikel
20 Applications of statistical and GIS techniques to slope instability zonation (1: 50.000 Fabriano geological map sheet) Luzi, Lucia
 1996
 2 p. 83-94
12 p.
 artikel
21 A probabilistic approach for estimating the response of multi-degree-of-freedom structures Gupta, I.D.
 1994
 2 p. 79-87
9 p.
 artikel
22 A simplified model for lateral response of large diameter caisson foundations—Linear elastic formulation Varun,
 2009
 2 p. 268-291
24 p.
 artikel
23 Asymptotic analysis of hard wave barriers in soil Hildebrand, Robert
 2003
 2 p. 143-158
16 p.
 artikel
24 A three-field finite element procedure for analysis of elastic wave propagation through fluid-saturated soils Sandhu, Ranbir S.
 1990
 2 p. 58-65
8 p.
 artikel
25 Axisymmetric transient waves in transversely isotropic half-space Eskandari-Ghadi, Morteza
 2009
 2 p. 347-355
9 p.
 artikel
26 Calculation of free field response spectrum of a non-homogeneous soil deposit from bed rock response spectrum Afra, H.
 2002
 2 p. 157-165
9 p.
 artikel
27 Calendar and Events 1991
 2 p. 127-128
2 p.
 artikel
28 Calendar of Events 2011
 2 p. I-
1 p.
 artikel
29 Canyon topography effects on ground motion at Feitsui damsite Huang, Huey-Chu
 1999
 2 p. 87-99
13 p.
 artikel
30 Centrifuge modeling of the behavior of caisson-type quay walls during earthquakes Lee, Chung-Jung
 2005
 2 p. 117-131
15 p.
 artikel
31 Centrifuge validation of a numerical model for dynamic soil liquefaction Popescu, Radu
 1993
 2 p. 73-90
18 p.
 artikel
32 Characteristics of surface ground motions induced by blasts in jointed rock mass Hao, Hong
 2001
 2 p. 85-98
14 p.
 artikel
33 Comparison between predictions using different simplified Newmarks' block-on-plane models and field values of earthquake induced displacements Al-Homoud, A.S.
 2000
 2 p. 73-90
18 p.
 artikel
34 Comparison between VELACS numerical ‘class A’ predictions and centrifuge experimental soil test results Popescu, Radu
 1995
 2 p. 79-92
14 p.
 artikel
35 Comparison of response spectrum amplitudes from earthquakes with a lognormally and exponentially distributed return period Todorovska, M.I.
 1994
 2 p. 97-116
20 p.
 artikel
36 Consolidation of inelastic clays under rectangular cyclic loading Toufigh, Mohammad M.
 2009
 2 p. 356-363
8 p.
 artikel
37 Control of structures with friction controllable sliding isolation bearings Nagarajaiah, S.
 1993
 2 p. 103-112
10 p.
 artikel
38 Corrigendum to: “Seismic design of plane steel frames using advanced methods of analysis” Vasilopoulos, A.A.
 2007
 2 p. 189-
1 p.
 artikel
39 Cyclic behaviour of sand by the multiple shear mechanism model Kabilamany, K.
 1991
 2 p. 74-83
10 p.
 artikel
40 Cyclic undrained behavior of silty sand Erten, D.
 1995
 2 p. 115-123
9 p.
 artikel
41 Damage reconstruction of 3D frames using genetic algorithms with Levenberg–Marquardt local search Kokot, Seweryn
 2009
 2 p. 311-323
13 p.
 artikel
42 Defining equivalent stationary PSDF to account for nonstationarity of earthquake ground motion Gupta, I.D.
 1998
 2 p. 89-99
11 p.
 artikel
43 Description and analysis of building damage due to Pyrgos, Greece earthquake Karantoni, Fillitsa V.
 1997
 2 p. 141-150
10 p.
 artikel
44 Design and commissioning of a laminar soil container for use on small shaking tables Turan, Alper
 2009
 2 p. 404-414
11 p.
 artikel
45 Design of buildings to withstand abnormal loading Sucharov, Lance
 1991
 2 p. 128-
1 p.
 artikel
46 Design of efficient base isolation for hammers and presses Chehab, Abdul Ghafar
 2003
 2 p. 127-141
15 p.
 artikel
47 Development of the ElarmS methodology for earthquake early warning: Realtime application in California and offline testing in Japan Brown, Holly M.
 2011
 2 p. 188-200
13 p.
 artikel
48 3-D seismic response analysis of long lined tunnels in half-space Stamos, A.A.
 1996
 2 p. 111-118
8 p.
 artikel
49 3-D soil-structure interaction analysis by BEM: Comparison studies and computational aspects Mohammadi, Mohsen
 1990
 2 p. 96-108
13 p.
 artikel
50 Dynamic behaviour and identification of non-uniform ground by the discrete wave number method Toki, Kenzo
 1987
 2 p. 116-123
8 p.
 artikel
51 Dynamic instability of clays: an energy approach Voznesensky, Eugene A.
 1999
 2 p. 125-133
9 p.
 artikel
52 Dynamic response analysis of rigid foundations and of elastic structures by Boundary Element procedures Antes, H.
 1989
 2 p. 68-74
7 p.
 artikel
53 Dynamic response of a group of flexible foundations to incident seismic waves Tham, L.G.
 1998
 2 p. 127-137
11 p.
 artikel
54 Dynamic response of a square foundation embedded in an elastic half-space Mita, Akira
 1989
 2 p. 54-67
14 p.
 artikel
55 Dynamic response of flexible strip-foundations by boundary and finite elements Spyrakos, C.C.
 1986
 2 p. 84-96
13 p.
 artikel
56 Dynamic response of high-speed ballasted railway tracks: 3D periodic model and in situ measurements Chebli, H.
 2008
 2 p. 118-131
14 p.
 artikel
57 Dynamic response of pile groups under lateral loading Han, Yingcai
 1992
 2 p. 87-99
13 p.
 artikel
58 Earthquake early warning as a tool for improving society’s resilience and crisis response Gasparini, Paolo
 2011
 2 p. 267-270
4 p.
 artikel
59 Earthquake early warning: Concepts, methods and physical grounds Satriano, Claudio
 2011
 2 p. 106-118
13 p.
 artikel
60 Earthquake response of submerged gravity foundation on soft rock Kanatani, Mamoru
 1997
 2 p. 125-139
15 p.
 artikel
61 Editorial Board 2004
 2 p. IFC-
1 p.
 artikel
62 Editorial Board / Aims and Scope 2008
 2 p. IFC-
1 p.
 artikel
63 Editorial Board / Aims and Scope 2007
 2 p. CO2-
1 p.
 artikel
64 Editorial Board / Aims and Scope 2009
 2 p. IFC-
1 p.
 artikel
65 Editorial Board / Aims and Scope 2005
 2 p. co2-
1 p.
 artikel
66 Editorial Board / Aims and Scope 2011
 2 p. IFC-
1 p.
 artikel
67 Effect of asymmetry and irregularity of seismic waves on earthquake-induced differential settlement of buildings on natural subsoil Yuan, Xiaoming
 2003
 2 p. 107-114
8 p.
 artikel
68 Effects of soil-structure interaction on seismic response of elevated tanks Haroun, Medhat A.
 1992
 2 p. 73-86
14 p.
 artikel
69 Effects of surface topography on seismic ground response in the Egion (Greece) 15 June 1995 earthquake Athanasopoulos, G.A.
 1999
 2 p. 135-149
15 p.
 artikel
70 Effects of the depth of the embedment on the system response during building-soil interaction Todorovska, M.I.
 1992
 2 p. 111-123
13 p.
 artikel
71 Estimating kinematic interaction of raft foundations from earthquake records and its effects on structural response Zhao, J.X.
 1998
 2 p. 73-88
16 p.
 artikel
72 Evaluation of blast-induced ground vibration predictors Khandelwal, Manoj
 2007
 2 p. 116-125
10 p.
 artikel
73 Evaluation of seismic ground motion induced by topographic irregularity Nguyen, Khoa-Van
 2007
 2 p. 183-188
6 p.
 artikel
74 Evaluation of seismic site factors in the Mississippi Embayment. I. Estimation of dynamic properties Park, Duhee
 2005
 2 p. 133-144
12 p.
 artikel
75 Evaluation of seismic site factors in the Mississippi Embayment. II. Probabilistic seismic hazard analysis with nonlinear site effects Park, Duhee
 2005
 2 p. 145-156
12 p.
 artikel
76 Evaluation of site effects in some localities of ‘Alta Val Tiberina Umbra’ (Italy) by numerical analysis Pergalani, F
 2003
 2 p. 85-105
21 p.
 artikel
77 Foreword to: Prospects and applications of Earthquake Early Warning for real-time earthquake engineering, risk management and loss mitigation Iervolino, Iunio
 2011
 2 p. 105-
1 p.
 artikel
78 Free vibrations of foundation beams on Green soil in the presence of conservative and nonconservative axial loads De Rosa, M.A.
 1991
 2 p. 84-92
9 p.
 artikel
79 Fundamental solutions to Helmholtz's equation for inhomogeneous media by a first-order differential equation system Manolis, George D.
 1997
 2 p. 81-94
14 p.
 artikel
80 Generation of probabilistic displacement response spectra for displacement-based design Guan, Jiong
 2004
 2 p. 149-166
18 p.
 artikel
81 Generation of tsunamis by a slowly spreading uplift of the sea floor Todorovska, Maria I.
 2001
 2 p. 151-167
17 p.
 artikel
82 Harmonic wave propagation through viscoelastic heterogeneous media exhibiting mild stochasticity — I. Fundamental solutions Manolis, G.D.
 1996
 2 p. 119-127
9 p.
 artikel
83 Harmonic wave propagation through viscoelastic heterogeneous media exhibiting mild stochasticity — II. Applications Manolis, G.D.
 1996
 2 p. 129-139
11 p.
 artikel
84 Harmonic wave response of two 3-D rigid surface foundations Qian, J.
 1996
 2 p. 95-110
16 p.
 artikel
85 High strain dynamic modulus and damping of chemically grouted sand Maher, M.H.
 1994
 2 p. 131-138
8 p.
 artikel
86 Identification of seismic events based on stochastic properties of the short-period records Dargahi-Noubary, G.R.
 1998
 2 p. 101-115
15 p.
 artikel
87 Incompressible or nearly incompressible soil dynamic behaviour—a new staggered algorithm to circumvent restrictions of mixed formulation Huang, Maosong
 2001
 2 p. 169-179
11 p.
 artikel
88 Infinite elements Swan, Colby C.
 1993
 2 p. 127-
1 p.
 artikel
89 Influence of a cyclic and dynamic loading history on dynamic properties of dry sand, part I: cyclic and dynamic torsional prestraining Wichtmann, T.
 2004
 2 p. 127-147
21 p.
 artikel
90 Intelligent seismic isolation system using air bearings and earthquake early warning Fujita, Satoshi
 2011
 2 p. 223-230
8 p.
 artikel
91 Interaction between structures in soft strata: antiplane motion Diederich, Ronant P.
 1992
 2 p. 63-72
10 p.
 artikel
92 Interdisciplinary study of dynamic behavior and earthquake response of Hagia Sophia Çakmak, A.Ş.
 1995
 2 p. 125-133
9 p.
 artikel
93 Interpretation of the microtremor spectra at the Zafarraya basin, southern Spain Schenkovi, Zuzana
 1996
 2 p. 69-73
5 p.
 artikel
94 Investigation of seismic behavior of fluid–rectangular tank–soil/foundation systems in frequency domain Livaoglu, R.
 2008
 2 p. 132-146
15 p.
 artikel
95 Istanbul Earthquake Rapid Response System: Methods and practices Sesetyan, Karin
 2011
 2 p. 170-180
11 p.
 artikel
96 Kizawa tunnel cracked on 23 October 2004 Mid-Niigata earthquake: An example of earthquake-induced damage to tunnels in active-folding zones Konagai, Kazuo
 2009
 2 p. 394-403
10 p.
 artikel
97 Load bearing behaviour of fully grouted anchors under shock loading Hagedorn, Heinz
 1994
 2 p. 89-95
7 p.
 artikel
98 Low-velocity zone and topography as a source of site amplification effect on Tarzana hill, California Graizer, Vladimir
 2009
 2 p. 324-332
9 p.
 artikel
99 Manual of soil laboratory testing Krstelj, I.
 1994
 2 p. 147-
1 p.
 artikel
100 Maximum distance and minimum energy to initiate liquefaction in water saturated sands Trifunac, M.D.
 2004
 2 p. 89-101
13 p.
 artikel
101 Midbroken reinforced concrete shear frames due to earthquakes. A hysteretic model to quantify damage at the storey level Uğur Koyliioglu, H.
 1997
 2 p. 95-112
18 p.
 artikel
102 Modeling wave propagation by using normalized input-output minimization (NIOM) Kawakami, Hideji
 1998
 2 p. 117-126
10 p.
 artikel
103 Modelling cyclic elastic behaviour of sands Ansal, Atilla M.
 1987
 2 p. 90-99
10 p.
 artikel
104 Modelling of ground motion in the vicinity of massive structures Chiaruttini, Claudio
 1996
 2 p. 75-82
8 p.
 artikel
105 Nonlinear dynamic response of concrete gravity dams: cavitation effect Vatani Oskouei, Asghar
 2001
 2 p. 99-112
14 p.
 artikel
106 Nonlinear lateral interaction in pile dynamics El Naggar, M.H.
 1995
 2 p. 141-157
17 p.
 artikel
107 Nonlinear seismic soil–pile–structure interactions: Shaking table tests and FEM analyses Chau, K.T.
 2009
 2 p. 300-310
11 p.
 artikel
108 Nonlinear shear mass participation factor (r d ) for cyclic shear stress ratio evaluation Cetin, K.Onder
 2004
 2 p. 103-113
11 p.
 artikel
109 Nonlinear wave motion Delima-Silva Jr., Waldyr
 1991
 2 p. 128-
1 p.
 artikel
110 Numerical model for unsaturated sandy soils under cyclic loading: Application to liquefaction Bian, Hanbing
 2009
 2 p. 237-244
8 p.
 artikel
111 Numerical simulation of liquefaction effects on seismic SSI Lopez-Caballero, Fernando
 2008
 2 p. 85-98
14 p.
 artikel
112 On an earthquake early warning system (EEW) and its applications Nakamura, Yutaka
 2011
 2 p. 127-136
10 p.
 artikel
113 On estimating a relative safety loading for structures Dargahi-Noubary, G.R.
 1995
 2 p. 135-139
5 p.
 artikel
114 On the relation between radiation and scattering problems for foundations embedded in an elastic half-space Luco, J.Enrique
 1986
 2 p. 97-101
5 p.
 artikel
115 Optimal-adaptive filters for modelling spectral shape, site amplification, and source scaling Şafak, Erdal
 1989
 2 p. 75-95
21 p.
 artikel
116 Paraxial approximation for poroelastic media Modaressi, Hormoz
 1994
 2 p. 117-129
13 p.
 artikel
117 Performance-based earthquake early warning Iervolino, Iunio
 2011
 2 p. 209-222
14 p.
 artikel
118 Prediction of free field vibrations due to pile driving using a dynamic soil–structure interaction formulation Masoumi, H.R.
 2007
 2 p. 126-143
18 p.
 artikel
119 Prediction of the measured response of a scaled soil-pile-superstructure system Makris, N.
 1997
 2 p. 113-124
12 p.
 artikel
120 Prediction of train-induced vibrations inside buildings using transfer functions With, Christoffer
 2007
 2 p. 93-98
6 p.
 artikel
121 PRESTo, the earthquake early warning system for Southern Italy: Concepts, capabilities and future perspectives Satriano, Claudio
 2011
 2 p. 137-153
17 p.
 artikel
122 Probabilistic assessment for seismic performance of port structures Na, Ung Jin
 2008
 2 p. 147-158
12 p.
 artikel
123 Probabilistic seismic hazard assessment for Romania and sensitivity analysis: A case of joint consideration of intermediate-depth (Vrancea) and shallow (crustal) seismicity Sokolov, Vladimir Yu
 2009
 2 p. 364-381
18 p.
 artikel
124 Proceedings of the first world conference on structural control Housner, G.W.
 1996
 2 p. 147-149
3 p.
 artikel
125 Processing of strong-motion accelerograms: needs, options and consequences Boore, David M.
 2005
 2 p. 93-115
23 p.
 artikel
126 Propagation and attenuation characteristics of various ground vibrations Kim, Dong-Soo
 2000
 2 p. 115-126
12 p.
 artikel
127 Pyrgos earthquake damages (based on E.M.S.-1992) in relation with geological and geotechnical conditions Lekkas, E.L.
 1996
 2 p. 61-68
8 p.
 artikel
128 Rapid earthquake loss assessment after damaging earthquakes Erdik, M.
 2011
 2 p. 247-266
20 p.
 artikel
129 Reinforced concrete scaled columns under cyclic actions Lu, Y
 1999
 2 p. 151-167
17 p.
 artikel
130 Reliability analysis of three-dimensional dynamic slope stability and earthquake-induced permanent displacement Al-Homoud, A.S.
 2000
 2 p. 91-114
24 p.
 artikel
131 Reliability assessment of centrifuge soil test results Popescu, Radu
 1995
 2 p. 93-101
9 p.
 artikel
132 Reliability of cyclic load deformation models for cohesive soil Ejezie, Samuel Uche
 1987
 2 p. 108-115
8 p.
 artikel
133 Remarks on the discussion1 of the paper ‘soil-structure interaction in coupled rocking and sliding vibration — the plane problem’ Triantafyllidis, Th.
 1989
 2 p. 106-107
2 p.
 artikel
134 Rocking strong earthquake accelerations Lee, Vincent W.
 1987
 2 p. 75-89
15 p.
 artikel
135 Scattering of SH waves from a partially debonded rigid elliptic cylinder Wang, Yue-Sheng
 2001
 2 p. 139-149
11 p.
 artikel
136 Seismic active thrust on cantilever walls with short heel Greco, Venanzio R.
 2009
 2 p. 249-252
4 p.
 artikel
137 Seismic response analysis of pipes by a probabilistic approach Nedjar, D.
 2007
 2 p. 111-115
5 p.
 artikel
138 Seismic response of adjacent dense and loose saturated sand columns Adalier, K
 2002
 2 p. 115-127
13 p.
 artikel
139 Seismic response spectra of a combined system by Green's functions Lavelle, F.M.
 1991
 2 p. 93-100
8 p.
 artikel
140 Seismic risk in Friuli-Venezia giulia: an approach Sun Yang, Woo
 1989
 2 p. 96-105
10 p.
 artikel
141 Seismic shear strains and seismic coefficients in dams and embankments Dakoulas, Panos
 1986
 2 p. 75-83
9 p.
 artikel
142 Seismic vulnerability of Kuwait and other Arabian Gulf countries: information base and research needs Bou-Rabee, F.
 2001
 2 p. 181-186
6 p.
 artikel
143 SEISMOCARE: An efficient GIS tool for scenario-type investigations of seismic risk of existing cities Anagnostopoulos, Stavros
 2008
 2 p. 73-84
12 p.
 artikel
144 Seismological evidence for nonlinear elastic ground behavior during large earthquakes Beresnev, Igor A.
 1995
 2 p. 103-114
12 p.
 artikel
145 Shear moduli of volcanic soils Sahaphol, T.
 2005
 2 p. 157-165
9 p.
 artikel
146 Shear wave velocity modelling in crustal rock for seismic hazard analysis Chandler, A.M.
 2005
 2 p. 167-185
19 p.
 artikel
147 Silent boundary for time domain wave motion analyses based on direct energy deletion Al-Hunaidi, M.O.
 1990
 2 p. 85-95
11 p.
 artikel
148 Simulation of torsional shear test results with neuro-fuzzy control system Altun, S.
 2009
 2 p. 253-260
8 p.
 artikel
149 Site characterizations for the Iranian strong motion network Zare, M
 1999
 2 p. 101-123
23 p.
 artikel
150 Site-dependent strength reduction factors for soil-structure systems Ghannad, M.A.
 2007
 2 p. 99-110
12 p.
 artikel
151 Site effects in Mexico City urban zone. A complementary study Chavez-Garcia, Francisco J.
 1996
 2 p. 141-146
6 p.
 artikel
152 Site effects on strong ground motion Sanchez-Sesma, Francisco J.
 1987
 2 p. 124-132
9 p.
 artikel
153 Soil-structure-water interaction of intake-outlet towers allowed to uplift Spyrakos, C.C.
 1997
 2 p. 151-159
9 p.
 artikel
154 Spatial correlation of shear-wave velocity in the San Francisco Bay Area sediments Thompson, Eric M.
 2007
 2 p. 144-152
9 p.
 artikel
155 Spectral amplitudes of strong earthquake accelerations recorded in buildings Moslem, K.
 1987
 2 p. 100-107
8 p.
 artikel
156 Static and dynamic behavior of hunchbacked gravity quay walls Sadrekarimi, Abouzar
 2008
 2 p. 99-117
19 p.
 artikel
157 Stress dilatancy and hardening laws for rigid granular model of sand Kabilamany, Kandasamy
 1990
 2 p. 66-77
12 p.
 artikel
158 Strong ground acceleration seismic hazard in Greece and neighboring regions Burton, Paul W.
 2003
 2 p. 159-181
23 p.
 artikel
159 Structural dynamics Çakmak, A.Ş.
 1995
 2 p. 159-
1 p.
 artikel
160 Study of transient poroviscoelastic soil motions by semi-analytical and numerical approaches Mesgouez, A.
 2009
 2 p. 245-248
4 p.
 artikel
161 Study on methodology for running safety assessment of trains in seismic design of railway structures Luo, Xiu
 2005
 2 p. 79-91
13 p.
 artikel
162 Subsoil geology and soil amplification in Mexico valley Hadley, P.K.
 1991
 2 p. 101-109
9 p.
 artikel
163 Substructure methods for impact systems: Comparison with free field measurements Neidhart, Th.
 1994
 2 p. 139-145
7 p.
 artikel
164 Tectonic deformation buildup in folded mountain terrains in the October 23, 2004, Mid-Niigata earthquake Konagai, Kazuo
 2009
 2 p. 261-267
7 p.
 artikel
165 The causality of the boundary element method in elastodynamics Triantafyllidis, Th.
 1990
 2 p. 78-84
7 p.
 artikel
166 The direct boundary element method: 2D site effects assessment on laterally varying layered media (methodology) Álvarez-Rubio, Sonia
 2004
 2 p. 167-180
14 p.
 artikel
167 The dynamic and earthquake behaviour of concrete dams: review of experimental behaviour and observational evidence Hall, John F.
 1988
 2 p. 58-121
64 p.
 artikel
168 The effect of energy concentration of earthquake ground motions on the nonlinear response of RC structures Cao, H.
 2009
 2 p. 292-299
8 p.
 artikel
169 The effect of travelling seismic waves on the dynamic response of earth dams Maugeri, Michele
 1993
 2 p. 61-72
12 p.
 artikel
170 The operation and performance of Earthquake Early Warnings by the Japan Meteorological Agency Doi, Keiji
 2011
 2 p. 119-126
8 p.
 artikel
171 The role of strong motion rotations in the response of structures near earthquake faults Trifunac, Mihailo D.
 2009
 2 p. 382-393
12 p.
 artikel
172 The seismic alert system of Mexico (SASMEX): Progress and its current applications Espinosa-Aranda, J.M.
 2011
 2 p. 154-162
9 p.
 artikel
173 Time domain dynamic analysis of piles under impact loading Küçükarslan, Semih
 2002
 2 p. 97-104
8 p.
 artikel
174 Two approaches to identify equivalent structural models from earthquake responses Benzoni, G.
 1993
 2 p. 113-125
13 p.
 artikel
175 Two-dimensional development of the dynamic coupled consolidation scaled boundary finite-element method for fully saturated soils Hassanen, Mahmoud
 2007
 2 p. 153-165
13 p.
 artikel
176 Uplift in hammer foundations Harwood, Mike
 1986
 2 p. 102-117
16 p.
 artikel
177 Wave equation analyses of tapered FRP–concrete piles in dense sand Sakr, Mohammed
 2007
 2 p. 166-182
17 p.
 artikel
                             177 gevonden resultaten
 
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