MacRae A, Morrow D, Roeder C; “Near-fault
Ground Motion Effects on Simple Structures”,
Journal of Structural Engineering (ASCE); Vol.
127, 2001, pp. 996–1004.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Naeim F; “Impact of the 1994 Northridge
Earthquake on the Art and Practice of Structural
Engineering”, The Structural Design of Tall and
Special Buildings; Vol. 13, No. 5, 2004, pp.
373–389.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Somerville PG; “Development of an Improved
Ground Motion Representation for Near-Fault
Ground Motions”, Proceeding of the SMIP 98
Seminar on Utilization of Strong Motion Data,
Oakland, CA; 1998.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Malhotra PK; “Response of Buildings to Near-
Field Pulse-Like Ground Motions”, Earthquake
Engineering and Structural Dynamics; Vol. 28,
1999, pp. 1309–1326.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Liao WI, Loh CH, Wan S; “Earthquake
Responses of RC Moment Frames Subjected to
Near-Fault Ground Motions”, Structural Design
of Tall Buildings; Vol. 10, 2001, pp. 219–229.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Bazzurro P, Luco N; “Damage Potential of
Near-Source Ground Motion Records”,
Proceeding of the 8th U.S. National Conference
on Earthquake Engineering, Paper No. 1302,
San Francisco, CA, 2006.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Somerville PG, Smith N, Graves R,
Abrahamson N; “Modification of Empirical
Strong Ground Motion Attenuation Relations to
Include Amplitude and Duration Effects of
Rupture Directivity”, Seismological Research
Letters; Vol. 68, No. 1, 1997, pp. 180–203.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Somerville PG; “Magnitude Scaling of the
Near-Fault Directivity Pulse”, Physics of the
Earth and Planetary Interiors; Vol. 137, 2003,pp. 201–212.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Bray J, Rodriguez-Marek A; “Characterization
of Forward-Directivity Ground Motions in the
Near-Fault Region”, Soil Dynamic and
Earthquake Engineering; Vol. 24, 2004, pp.
815–828.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Alavi B, Krawinkler H; “Development of
Improved Design Procedures for Near-Fault
Ground Motions”, Proceeding of the SMIP98
Seminar on Utilization of Strong Motion Data,
Oakland, CA, 1998.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Alavi B, Krawinkler H; “Effects of Near-Fault
Ground Motions on Frame Structures”, Report
No.138, John A. Blume Earthquake
Engineering Center, Department of Civil and
Environmental Engineering, Stanford
University, Stanford, CA, 2001; 301.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Agrawal AK, He WL; “Closed-Form
Approximations of Near-Fault Ground Motions
for Design of Protective Systems”, Proceeding
of the 15th ASCE Engineering Mechanics
Conference, Columbia University, NY, 2002.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Menun C, Fu Q; “An Analytical Model for
Near-Fault Ground Motions and the Response
of SDOF Systems”, Proceeding of the 7th U.S.
National Conference on Earthquake
Engineering, Boston, MA, 2002.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Makris N; “Rigidity-Plasticity-Viscosity: Can
Electrorheological Dampers Protect Base-
Isolated Structures from Near-Source Ground
Motions. Earthquake Engineering and Structural
Dynamics; Vol. 26, 1997, pp. 571–591.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Makris N, Black C; “Dimensional Analysis of
Inelastic Structures Subjected to Near-Fault
Ground Motions”, Report No.05, Earthquake
Engineering Research Center (EERC),
University of California, Berkeley, CA, 2003; 96.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Mavroeidis GP, Papageorgiou AS; “A
Mathematical Representation of Near-Fault
Ground Motions”, Bulletin of the Seismological
Society of America; Vol. 93, No. 3, 2003,
pp.1099–1131.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Mavroeidis GP, Dong G, Papageorgiou AS;
of Elastic and Inelastic Single-Degree-of-
Freedom (SDOF) Systems”, Earthquake
Engineering and Structural Dynamics; Vol. 33,
2004, pp. 1023–1049.“Near-Fault Ground Motions and the Response-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Xin-Le L, Xi, Z; “Study on Equivalent Velocity
Pulse of Near-Fault Ground Motions”, ACTA
Seismologica Sinica; Vol. 17, No. 6, 2004, pp.
697–706.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Elsheikh A, Ghobarah A; “Response of RC
Structures to Near-Fault Records”, Emirates
Journal for Engineering Research; Vol. 9, No. 2,
2004, pp. 45–51.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Mylonakis G, Voyagaki E; “Yielding Oscillator
Subjected to Simple Pulse Waveforms:
Numerical Analysis & Closed Form Solutions”,
Earthquake Engineering and Structural
Dynamics; Vol. 35, 2006, pp. 1949–1974.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Mollaioli F, Bruno S, Decanini LD, Panza GF;
“Characterization of the Dynamic Response of
Structures to Damping Pulse-Type Near-Fault
Ground Motions”, Meccanica; Vol. 41, 2006,
pp. 23–46.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Tothong P, Cornell CA, Baker JW; “Explicit
Directivity-Pulse Inclusion in Probabilistic
Seismic Hazard Analysis”, Earthquake Spectra;
Vol. 23, No. 4, 2007, pp. 867–891.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Tothong P, Cornell CA; “Structural
Performance Assessment under Near-Source
Pulse-Like Ground Motions Using Advanced
Ground Motion Intensity Measure”, Earthquake
Engineering and Structural Dynamics; Vol. 37,
2008, pp. 1013–1037.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Ghahari SF, Jahankhah H, Ghannad MA;
“Study on Elastic Response of Structures to
Near-Fault Ground Motions through Record
Decomposition”, Soil Dynamics and
Earthquake Engineering; Vol. 30, No. 7, 2010,
pp. 536–546.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Ghobarah A; “Response of Structures to Nearfault
Ground Motion”, Proceeding of the 13th
World Conference on Earthquake Engineering,
Paper No. 1031, Vancouver, Canada, 2004.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Perelman DS, Parmelee RA, Lee SL; “Seismic
Response of Single-Storey Interaction System”,Journal of the Structural Division (ASCE); Vol.
94, No. ST11, 1968, pp. 2597–2608.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Sarrazin MA, Roesset JM, Whittman RV;
“Dynamic Soil–Structure Interaction”, Journal
of the Structural Division (ASCE); Vol. 98, No.
ST7, 1972, pp. 1525–1544.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Jennings PC, Bielak J; “Dynamics of
Buildings–Soil Interaction”, Bulletin of
Seismological Society of America; Vol. 63, No.
1, 1973, pp. 9–48.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Chopra AK, Gutierrez JA; “Earthquake
Response Analysis of Multistorey Buildings
Including Foundation Interaction”, Earthquake
Engineering and Structural Dynamics; Vol. 3,
No. 1, 1974, pp. 65–77.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Veletsos AS, Meek JW; “Dynamic Behavior of
Building–Foundation System”, Earthquake
Engineering and Structural Dynamics; Vol. 3,
No. 2, 1974, pp. 121–138.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Veletsos AS, Nair VVD; “Seismic Interaction
of Structures on Hysteretic Foundations”,
Journal of the Structural Division (ASCE); Vol.
101, No. 1, 1975, pp. 109–129.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Veletsos AS; “Dynamics of Structure–
Foundation Systems”, Structural and
Geotechnical Mechanics, Hall WJ (ed.), A
Volume Honoring N.M. Newmark. Prentice-
Hall: Englewood Cliffs, NJ; 1977, pp. 333–361.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Applied Technology Council; “Tentative
Provisions for the Development of Seismic
Regulations for Buildings”, ATC3-06,
California, 1978.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Stewart JP, Comartin C, Moehle JP;
“Implementation of Soil Structure Interaction
Model in Performance Based Design
Procedures”, Proceeding of the 13th World
Conference on Earthquake Engineering, Paper
No. 1546, Vancouver, B.C., Canada, 2004.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Chouw N; “Influence of Soil-Structure
Interaction on Pounding Response of Adjacent
Buildings Due to Near-Source Earthquake”,
Journal of Applied Mechanics; Vol. 5, 2002, pp.
543–553.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Hashimoto K, Chouw N; “Influence of Three-
Dimensional Soil-Structure Interaction on
Structural responses Induced by Near-Source
Earthquakes”, Proceeding of Pacific Conference
on Earthquake Engineering, Paper No. 104,
Christchurch, New Zealand, 2003.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Zhang J, Tang Y; “Dimensional Analysis of
Linear Soil-Foundation-Structure System
Subjected to Near-Fault Ground Motions”,
Proceeding of the 18th Analysis and
Computation Specialty Conference, Vancouver,
Canada, 2008.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Meek W, Wolf JP; “Why Cone Models Can
Represent the Elastic Half-space”, Earthquake
Engineering and Structural Dynamics; Vol. 22,
1993, pp. 759–771.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Wolf JP; “Foundation Vibration Analysis Using
Simple Physical Models”, Prentice-Hall:
Englewood Cliffs, NJ, 1994.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Ghannad MA, Fukuwa N, Nishizaka R; “A
Study on the Frequency and Damping of Soil-
Structure Systems Using a Simplified Model”,
Journal of Structural Engineering (Architectural
Institute of Japan (AIJ)); Vol. 44, No. B, 1998,
pp. 85–93.-زینب آذرهوش1، غلامرضا قدرتی امیری2*، حمیدرضا رازقی3
Modares Civil Engineering journal