-
1
-
-
84864574406
-
NEHRP guidelines for the seismic rehabilitation of buildings 1997
-
Federal Emergency Management Agency. Washington,D.C
-
Federal Emergency Management Agency. NEHRP guidelines for the seismic rehabilitation of buildings. Report FEMA-273, Washington, D.C., 1997.
-
Report FEMA-273
-
-
-
3
-
-
0034187618
-
Adaptive spectra-based pushover procedure for seismic evaluation of structures
-
Gupta B, Kunnath SK. Adaptive spectra-based pushover procedure for seismic evaluation of structures. Earthquake Spectra 2000; 16: 367-392.
-
(2000)
Earthquake Spectra
, vol.16
, pp. 367-392
-
-
Gupta, B.1
Kunnath, S.K.2
-
4
-
-
0018519955
-
Methods of design sensitivity analysis in structural optimization
-
Arora JS, Haug EJ. Methods of design sensitivity analysis in structural optimization. AIAA Journal 1979; 17:970-974.
-
(1979)
AIAA Journal
, vol.17
, pp. 970-974
-
-
Arora, J.S.1
Haug, E.J.2
-
7
-
-
0023400678
-
Design sensitivity analysis and optimization of nonlinear structural response using incremental procedure
-
Wu CC, Arora JS. Design sensitivity analysis and optimization of nonlinear structural response using incremental procedure. AIAA Journal 1987; 25:1118-1125.
-
(1987)
AIAA Journal
, vol.25
, pp. 1118-1125
-
-
Wu, C.C.1
Arora, J.S.2
-
8
-
-
0022751824
-
First- and second-order design sensitivity analysis of linear and nonlinear structures
-
Haftka RT, Mroz Z. First- and second-order design sensitivity analysis of linear and nonlinear structures. AIAA Journal 1986; 24: 1187-1192.
-
(1986)
AIAA Journal
, vol.24
, pp. 1187-1192
-
-
Haftka, R.T.1
Mroz, Z.2
-
10
-
-
0024012002
-
Variational method for design sensitivity analysis in nonlinear structural mechanics
-
Cardoso JB, Arora JS. Variational method for design sensitivity analysis in nonlinear structural mechanics. AIAA Journal 1988; 26: 595-603.
-
(1988)
AIAA Journal
, vol.26
, pp. 595-603
-
-
Cardoso, J.B.1
Arora, J.S.2
-
11
-
-
0002075166
-
The consistent tangent operator for design sensitivity analysis of history-dependent response
-
Vidal CA, Lee HS, Haber RB. The consistent tangent operator for design sensitivity analysis of history-dependent response. Computing Systems in Engineering 1991; 2:509-523.
-
(1991)
Computing Systems in Engineering
, vol.2
, pp. 509-523
-
-
Vidal, C.A.1
Lee, H.S.2
Haber, R.B.3
-
12
-
-
0027627991
-
Semi-analytical static nonlinear structural sensitivity analysis
-
Haftka RT. Semi-analytical static nonlinear structural sensitivity analysis. AIAA Journal 1993; 31:1307-1312.
-
(1993)
AIAA Journal
, vol.31
, pp. 1307-1312
-
-
Haftka, R.T.1
-
15
-
-
0039598498
-
Design sensitivity analysis of nonlinear material and its application to shape optimization
-
Yamazaki K. Design sensitivity analysis of nonlinear material and its application to shape optimization. AIAA Journal 1998; 36: 1113-1115.
-
(1998)
AIAA Journal
, vol.36
, pp. 1113-1115
-
-
Yamazaki, K.1
-
16
-
-
14644430704
-
Performance-based design of steel building frameworks under seismic loading
-
Ph.D. Thesis University of Waterloo, Ontario, Canada
-
Gong Y. Performance-based design of steel building frameworks under seismic loading. Ph.D. Thesis, University of Waterloo, Ontario, Canada, 2003.
-
(2003)
-
-
Gong, Y.1
-
19
-
-
0036498291
-
A modal pushover analysis procedure for estimating seismic demands for buildings
-
Chopra AK, Goel RK. A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Engineering and Structural Dynamics 2002; 31:561-582.
-
(2002)
Earthquake Engineering and Structural Dynamics
, vol.31
, pp. 561-582
-
-
Chopra, A.K.1
Goel, R.K.2
-
20
-
-
0003826055
-
-
IBC International Code Council: Falls Church, VA
-
IBC. International Building Code. International Code Council: Falls Church, VA, 2000.
-
(2000)
International Building Code
-
-
-
21
-
-
21444447861
-
Optimal structural synthesis of frameworks using discrete and commercially available standard sections
-
Ma.S. Thesis, University of Waterloo, Waterloo, Ontario, Canada
-
Lee WH. Optimal structural synthesis of frameworks using discrete and commercially available standard sections. Ma.S. Thesis, University of Waterloo, Waterloo, Ontario, Canada, 1983.
-
(1983)
-
-
Lee, W.H.1
-
22
-
-
0003943644
-
Optimal design of steel frameworks with semirigid connections
-
Ph.D. Thesis, University of Waterloo, Waterloo, Ontario, Canada
-
Xu L. Optimal design of steel frameworks with semirigid connections. Ph.D. Thesis, University of Waterloo, Waterloo, Ontario, Canada, 1994.
-
(1994)
-
-
Xu, L.1
-
24
-
-
0010897064
-
Chapter 12: How to optimize for earthquake loads
-
American Society of Civil Engineers: New York
-
Truman KZ, Cheng FY. Chapter 12: how to optimize for earthquake loads. Guide to Structural Optimization. American Society of Civil Engineers: New York, 1997: 237-261.
-
(1997)
Guide to Structural Optimization
, pp. 237-261
-
-
Truman, K.Z.1
Cheng, F.Y.2
-
26
-
-
30544455083
-
Optimal design of steel building frameworks under seismic loading
-
Toronto, Canada, August 3-6
-
Gong Y, Grierson DE, Xu L. Optimal design of steel building frameworks under seismic loading. Proceedings, Response of Structures to Extreme Loading, Toronto, Canada, August 3-6, 2003.
-
(2003)
Proceedings, Response of Structures to Extreme Loading
-
-
Gong, Y.1
Grierson, D.E.2
Xu, L.3
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