| 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
|
20 |
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
|
20 |
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
|
20 |
4-6 |
p. 364-371
8 p.
|
artikel
|
| 4 |
Analysis of localization of plastic buckling patterns under cyclic loading
|
Goto, Yoshiaki
|
|
1998
|
20 |
4-6 |
p. 413-424
12 p.
|
artikel
|
| 5 |
A prospect for future earthquake-resistant design
|
Akiyama, H.
|
|
1998
|
20 |
4-6 |
p. 447-451
5 p.
|
artikel
|
| 6 |
Calendar
|
|
|
1998
|
20 |
4-6 |
p. 570-
1 p.
|
artikel
|
| 7 |
Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake
|
Nakashima, M.
|
|
1998
|
20 |
4-6 |
p. 271-281
11 p.
|
artikel
|
| 8 |
Criteria for suppression of deformation concentration of building frames under severe earthquakes
|
Uetani, K.
|
|
1998
|
20 |
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
|
20 |
4-6 |
p. 552-561
10 p.
|
artikel
|
| 10 |
Dynamic stability of structural systems subjected to base excitation
|
Hjelmstad, K.D.
|
|
1998
|
20 |
4-6 |
p. 425-432
8 p.
|
artikel
|
| 11 |
Foreword
|
Chen, Wai-Fah
|
|
1998
|
20 |
4-6 |
p. 239-241
3 p.
|
artikel
|
| 12 |
Fracture of steel during an earthquake—state-of-the-art in Japan
|
Kuwamura, H.
|
|
1998
|
20 |
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
|
20 |
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
|
20 |
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
|
20 |
4-6 |
p. 472-480
9 p.
|
artikel
|
| 16 |
Instability of buildings during seismic response
|
Bernal, Dionisio
|
|
1998
|
20 |
4-6 |
p. 496-502
7 p.
|
artikel
|
| 17 |
Lessons from damage to steel buildings during the Northridge earthquake
|
Mahin, Stephen A.
|
|
1998
|
20 |
4-6 |
p. 261-270
10 p.
|
artikel
|
| 18 |
Lessons learned from the Northridge earthquake
|
Miller, Duane K.
|
|
1998
|
20 |
4-6 |
p. 249-260
12 p.
|
artikel
|
| 19 |
Numerical simulation on damage to pipe piers in Hyogoken-Nanbu earthquake
|
Nishimura, N.
|
|
1998
|
20 |
4-6 |
p. 291-299
9 p.
|
artikel
|
| 20 |
On cross effects of seismic responses of structures
|
Lee, G.C.
|
|
1998
|
20 |
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
|
20 |
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
|
20 |
4-6 |
p. 355-363
9 p.
|
artikel
|
| 23 |
Performances and damages to steel structures during the 1995 Hyogoken-Nanbu earthquake
|
Watanabe, E.
|
|
1998
|
20 |
4-6 |
p. 282-290
9 p.
|
artikel
|
| 24 |
Pros and cons of a pushover analysis of seismic performance evaluation
|
Krawinkler, Helmut
|
|
1998
|
20 |
4-6 |
p. 452-464
13 p.
|
artikel
|
| 25 |
Recent developments in hybrid structures in Japan—research, design and construction
|
Morino, S.
|
|
1998
|
20 |
4-6 |
p. 336-346
11 p.
|
artikel
|
| 26 |
Reinforcing of steel moment connections with cover plates: benefits and limitations
|
Engelhardt, Michael D.
|
|
1998
|
20 |
4-6 |
p. 510-520
11 p.
|
artikel
|
| 27 |
Retrofitting for seismic upgrading of steel bridge columns
|
Kazuhiro Nishikawa,
|
|
1998
|
20 |
4-6 |
p. 540-551
12 p.
|
artikel
|
| 28 |
Rigid-bolted repair method for damaged moment connections
|
Kazuhiko Kasai,
|
|
1998
|
20 |
4-6 |
p. 521-532
12 p.
|
artikel
|
| 29 |
SAC Steel Project: Summary of Phase 1 testing investigation results
|
Malley, James O.
|
|
1998
|
20 |
4-6 |
p. 300-309
10 p.
|
artikel
|
| 30 |
Seismic design by plastic method
|
Goel, Subhash C.
|
|
1998
|
20 |
4-6 |
p. 465-471
7 p.
|
artikel
|
| 31 |
Seismic diagnosis for rehabilitation and upgrading of steel gymnasiums
|
Ohi, K.
|
|
1998
|
20 |
4-6 |
p. 533-539
7 p.
|
artikel
|
| 32 |
Stability of damaged steel moment frames in Los Angeles
|
Astaneh-Asl, Abolhassan
|
|
1998
|
20 |
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
|
20 |
4-6 |
p. 562-569
8 p.
|
artikel
|
| 34 |
Static and dynamic post-buckling behavior of truss structures
|
Tada, M.
|
|
1998
|
20 |
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
|
20 |
4-6 |
p. 347-354
8 p.
|
artikel
|
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