nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A connection model for the seismic analysis of welded steel moment frames
|
Gross, John L. |
|
1998 |
|
4-6 |
p. 390-397 8 p. |
artikel |
2 |
A distributed plasticity model for cyclic analysis of concrete-filled steel tube beam-columns and composite frames
|
Hajjar, Jerome F. |
|
1998 |
|
4-6 |
p. 398-412 15 p. |
artikel |
3 |
Analysis and design problems for PR composite frames subjected to seismic loads
|
Leon, Roberto T. |
|
1998 |
|
4-6 |
p. 364-371 8 p. |
artikel |
4 |
Analysis of localization of plastic buckling patterns under cyclic loading
|
Goto, Yoshiaki |
|
1998 |
|
4-6 |
p. 413-424 12 p. |
artikel |
5 |
A prospect for future earthquake-resistant design
|
Akiyama, H. |
|
1998 |
|
4-6 |
p. 447-451 5 p. |
artikel |
6 |
Calendar
|
|
|
1998 |
|
4-6 |
p. 570- 1 p. |
artikel |
7 |
Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake
|
Nakashima, M. |
|
1998 |
|
4-6 |
p. 271-281 11 p. |
artikel |
8 |
Criteria for suppression of deformation concentration of building frames under severe earthquakes
|
Uetani, K. |
|
1998 |
|
4-6 |
p. 372-383 12 p. |
artikel |
9 |
Cyclic performance of haunch repaired steel moment connections: experimental testing and analytical modeling
|
Uang, Chia-Ming |
|
1998 |
|
4-6 |
p. 552-561 10 p. |
artikel |
10 |
Dynamic stability of structural systems subjected to base excitation
|
Hjelmstad, K.D. |
|
1998 |
|
4-6 |
p. 425-432 8 p. |
artikel |
11 |
Foreword
|
Chen, Wai-Fah |
|
1998 |
|
4-6 |
p. 239-241 3 p. |
artikel |
12 |
Fracture of steel during an earthquake—state-of-the-art in Japan
|
Kuwamura, H. |
|
1998 |
|
4-6 |
p. 310-322 13 p. |
artikel |
13 |
High-strength steel: implications of material and geometric characteristics on inelastic flexural behavior
|
Ricles, James M. |
|
1998 |
|
4-6 |
p. 323-335 13 p. |
artikel |
14 |
Inelastic analyses of a 17-story steel framed building damaged during Northridge
|
Chi, Wei-Ming |
|
1998 |
|
4-6 |
p. 481-495 15 p. |
artikel |
15 |
Inelastic seismic design verification method for steel bridge piers using a damage index based hysteretic model
|
Tsutomu Usami, |
|
1998 |
|
4-6 |
p. 472-480 9 p. |
artikel |
16 |
Instability of buildings during seismic response
|
Bernal, Dionisio |
|
1998 |
|
4-6 |
p. 496-502 7 p. |
artikel |
17 |
Lessons from damage to steel buildings during the Northridge earthquake
|
Mahin, Stephen A. |
|
1998 |
|
4-6 |
p. 261-270 10 p. |
artikel |
18 |
Lessons learned from the Northridge earthquake
|
Miller, Duane K. |
|
1998 |
|
4-6 |
p. 249-260 12 p. |
artikel |
19 |
Numerical simulation on damage to pipe piers in Hyogoken-Nanbu earthquake
|
Nishimura, N. |
|
1998 |
|
4-6 |
p. 291-299 9 p. |
artikel |
20 |
On cross effects of seismic responses of structures
|
Lee, G.C. |
|
1998 |
|
4-6 |
p. 503-509 7 p. |
artikel |
21 |
Organization and summary of discussions at the US-Japan seminar on innovations in stability concepts and methods for seismic design in structural steel
|
|
|
1998 |
|
4-6 |
p. 242-248 7 p. |
artikel |
22 |
Overview of hybrid and composite systems for seismic design in the United States
|
Roeder, Charles W. |
|
1998 |
|
4-6 |
p. 355-363 9 p. |
artikel |
23 |
Performances and damages to steel structures during the 1995 Hyogoken-Nanbu earthquake
|
Watanabe, E. |
|
1998 |
|
4-6 |
p. 282-290 9 p. |
artikel |
24 |
Pros and cons of a pushover analysis of seismic performance evaluation
|
Krawinkler, Helmut |
|
1998 |
|
4-6 |
p. 452-464 13 p. |
artikel |
25 |
Recent developments in hybrid structures in Japan—research, design and construction
|
Morino, S. |
|
1998 |
|
4-6 |
p. 336-346 11 p. |
artikel |
26 |
Reinforcing of steel moment connections with cover plates: benefits and limitations
|
Engelhardt, Michael D. |
|
1998 |
|
4-6 |
p. 510-520 11 p. |
artikel |
27 |
Retrofitting for seismic upgrading of steel bridge columns
|
Kazuhiro Nishikawa, |
|
1998 |
|
4-6 |
p. 540-551 12 p. |
artikel |
28 |
Rigid-bolted repair method for damaged moment connections
|
Kazuhiko Kasai, |
|
1998 |
|
4-6 |
p. 521-532 12 p. |
artikel |
29 |
SAC Steel Project: Summary of Phase 1 testing investigation results
|
Malley, James O. |
|
1998 |
|
4-6 |
p. 300-309 10 p. |
artikel |
30 |
Seismic design by plastic method
|
Goel, Subhash C. |
|
1998 |
|
4-6 |
p. 465-471 7 p. |
artikel |
31 |
Seismic diagnosis for rehabilitation and upgrading of steel gymnasiums
|
Ohi, K. |
|
1998 |
|
4-6 |
p. 533-539 7 p. |
artikel |
32 |
Stability of damaged steel moment frames in Los Angeles
|
Astaneh-Asl, Abolhassan |
|
1998 |
|
4-6 |
p. 433-446 14 p. |
artikel |
33 |
Stability of weld metal subjected to cyclic static and seismic loading
|
Tide, R.H.R. |
|
1998 |
|
4-6 |
p. 562-569 8 p. |
artikel |
34 |
Static and dynamic post-buckling behavior of truss structures
|
Tada, M. |
|
1998 |
|
4-6 |
p. 384-389 6 p. |
artikel |
35 |
Ultimate strength and ductility of state-of-the-art concrete-filled steel bridge piers in Japan
|
Kitada, T. |
|
1998 |
|
4-6 |
p. 347-354 8 p. |
artikel |