Geology Reference
In-Depth Information
Liu, M., Burns, S. A., & Wen, Y. K. (2006).
Genetic algorithm based construction-conscious
minimum weight design of seismic steel moment-
resisting frames.
Journal of Structural Engineer-
ing
,
132
(1), 50-58. doi:10.1061/(ASCE)0733-
9445(2006)132:1(50)
Sahab, M. G., Ashour, A. F., & Toropov, V. V.
(2005). Cost optimisation of reinforced concrete
flat slab buildings.
Engineering Structures
,
27
(3),
313-322. doi:10.1016/j.engstruct.2004.10.002
SEAOC. (1995).
Vision 2000, performance based
seismic engineering of buildings
(
Vol. I and II
).
Sacramento, CA: Structural Engineers Associa-
tion of California.
Liu, M., Wen, Y. K., & Burns, S. A. (2004). Life
cycle cost oriented seismic design optimization
of steel moment frame structures with risk-taking
preference.
Engineering Structures
,
26
(10),
1407-1421. doi:10.1016/j.engstruct.2004.05.015
Uniform Building Code
(1997).
USGS. (2008).
Documentation for the 2008 update
of the United States national seismic hazard maps
(No. Open-File Report 2008-1128). Reston, VA:
United States Geological Survey.
Manoharan, S., & Shanmuganathan, S. (1999). A
comparison of search mechanisms for structural
optimization.
Computers & Structures, 73
(1-5),
363-372.
Wen, Y. K., Ellingwood, B. R., & Bracci, J. M.
(2004).
Vulnerability function framework for
consequence-based engineering
(No. Project DS-4
Report). Urbana, IL: Mid-America Earthquake
(MAE) Center.
Memari, A. M., & Madhkhan, M. (1999). Optimal
design of steel frames subject to gravity and seis-
mic codes' prescribed lateral forces.
Structural
and Multidisciplinary Optimization
,
18
(1), 56-66.
Wen, Y. K., & Kang, Y. J. (2001a). Minimum
building life-cycle cost design criteria, I: Meth-
odology.
Journal of Structural Engineering
,
127
(3), 330-337. doi:10.1061/(ASCE)0733-
9445(2001)127:3(330)
Moharrami, H., & Grierson, D. E. (1993). Com-
puter-automated design of reinforced concrete
frameworks.
Journal of Structural Engineering
,
119
(7), 2036-2058. doi:10.1061/(ASCE)0733-
9445(1993)119:7(2036)
Wen, Y. K., & Kang, Y. J. (2001b). Minimum
building life-cycle cost design criteria, II: Ap-
plications.
Journal of Structural Engineering
,
127
(3), 338-346. doi:10.1061/(ASCE)0733-
9445(2001)127:3(338)
Ohsaki, M., Kinoshita, T., & Pan, P. (2007).
Multiobjective heuristic approaches to seismic
design of steel frames with standard sections.
Earthquake Engineering & Structural Dynamics
,
36
(11), 1481-1495. doi:10.1002/eqe.690
Zou, X. K., & Chan, C. M. (2005). An optimal
resizing technique for seismic drift design of
concrete buildings subjected to response spec-
trum and time history loadings.
Computers &
Structures
,
83
(19-20), 1689-1704. doi:10.1016/j.
compstruc.2004.10.002
PEER. (2005).
Pacific Earthquake Engineering
Research (PEER) center: NGA database
. Re-
trieved January 1, 2009, from http://peer.berkeley.
edu/nga/
Pezeshk, S. (1998). Design of framed struc-
tures: An integrated non-linear analysis and
optimal minimum weight design.
Interna-
tional Journal for Numerical Methods in
Engineering
,
41
(3), 459-471. doi:10.1002/
(SICI)1097-0207(19980215)41:3<459::AID-
NME293>3.0.CO;2-D
Zou, X. K., Chan, C. M., Li, G., & Wang, Q.
(2007). Multiobjective optimization for per-
formance-based design of reinforced concrete
frames.
Journal of Structural Engineering
,
133
(10), 1462-1474. doi:10.1061/(ASCE)0733-
9445(2007)133:10(1462)
Search WWH ::
Custom Search