Geology Reference
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Takewaki, I. (2000). Optimal damper placement
for planar building frames using transfer functions.
Structural and Multidisciplinary Optimization ,
20 (4), 280-287. doi:10.1007/s001580050158
Takewaki, I. (2001e). Critical excitation for MDOF
elastic-plastic structures via statistical equivalent
linearization. Journal of Structural Engineering ,
47B , 187-194.
Takewaki, I. (2000a). Optimal damper placement
for critical excitation. Probabilistic Engineering
Mechanics , 15 (4), 317-325. doi:10.1016/S0266-
8920(99)00033-8
Takewaki, I. (2001f). Probabilistic critical ex-
citation for MDOF elastic-plastic structures
on compliant ground. Earthquake Engineer-
ing & Structural Dynamics , 30 (9), 1345-1360.
doi:10.1002/eqe.66
Takewaki, I. (2000b). Effective damper placement
for critical excitation (pp. 558-561). Confront-
ing Urban Earthquakes, Report of Fundamental
Research on the Mitigation of Urban Disasters
Caused by Near-Field Earthquakes.
Takewaki, I. (2001g). Maximum global perfor-
mance design for variable critical excitations.
Journal of Structural and Construction Engineer-
ing , 539 , 63-69.
Takewaki, I. (2000c). A new probabilistic criti-
cal excitation method. Journal of Structural and
Construction Engineering , 533 , 69-74.
Takewaki, I. (2004a). Critical envelope functions
for non-stationary random earthquake input.
Computers & Structures , 82 (20-21), 1671-1683.
doi:10.1016/j.compstruc.2004.04.004
Takewaki, I. (2000d). A nonstationary random
critical excitation method for MDOF linear
structural models. Journal of Structural and
Construction Engineering , 536 , 71-77.
Takewaki, I. (2004b). Bound of earthquake in-
put energy. Journal of Structural Engineering ,
130 (9), 1289-1297. doi:10.1061/(ASCE)0733-
9445(2004)130:9(1289)
Takewaki, I. (2001a). Anewmethod for nonsta-
tionary random critical excitation. Earthquake
Engineering & Structural Dynamics , 30 (4),
519-535. doi:10.1002/eqe.21
Takewaki, I. (2005). Bound of earthquake input
energy to soil-structure interaction systems. Soil
Dynamics and Earthquake Engineering , 25 (7-10),
741-752. doi:10.1016/j.soildyn.2004.11.017
Takewaki, I. (2001b). Nonstationary random
critical excitation for nonproportionally damped
structural systems. Computer Methods in Applied
Mechanics and Engineering , 190 (31), 3927-3943.
doi:10.1016/S0045-7825(00)00354-6
Takewaki, I. (2007). Critical excitation methods
in earthquake engineering . Netherlands: Elsevier.
Takewaki, I. (2009). Building control with
passive dampers: Optimal performance based
design of earthquakes . John Wiley and Sons.
doi:10.1002/9780470824931
Takewaki, I. (2001c). Nonstationary random criti-
cal excitation for acceleration response. Journal
of Engineering Mechanics , 127 (6), 544-556.
doi:10.1061/(ASCE)0733-9399(2001)127:6(544)
Takewaki, I., Fujita, K., Yamamoto, K., & Taka-
batake, H. (2010). Smart passive damper control
for greater building earthquake resilience in sus-
tainable cities. Sustainable Cities and Society ,
1 (1). doi:doi:10.1016/j.scs.2010.08.002
Takewaki, I. (2001d). Critical excitation for
elastic-plastic structures via statistical equiva-
lent linearization. Probabilistic Engineering
Mechanics , 17 (1), 73-84. doi:10.1016/S0266-
8920(01)00030-3
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