Engineering Structures - v. 20, n. 4-6 (April 1998)

Erschienen:	April 1998

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
leon, Roberto T.	Analysis and design problems for PR composite frames subjected to seismic loads	364-371
Goto, Yoshiaki	Analysis of localization of plastic buckling patterns under cyclic loading	413-424
Nakashima, M. / Inoue, K. / Tada, M.	Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake	271-281
Gross, John L.	A connection model for the seismic analysis of welded steel moment frames	390-397
Uetani, K. / Tagawa, H.	Criteria for suppression of deformation concentration of building frames under severe earthquakes	372-383
Uang, Chia-Ming / Bondad, Duane / Lee, Cheol-Ho	Cyclic performance of haunch repaired steel moment connections: experimental testing and analytical modeling	552-561
Hajjar, Jerome F. / Molodan, Aleksandr / Schiller, Paul H.	A distributed plasticity model for cyclic analysis of concrete-filled steel tube beam-columns and composite frames	398-412
Hjelmstad, K. D. / Williamson, E. B.	Dynamic stability of structural systems subjected to base excitation	425-432
Kuwamura, H.	Fracture of steel during an earthquake—state-of-the-art in Japan	310-322
Ricles, James M. / Sause, Richard / Green, Perry S.	High-strength steel: implications of material and geometric characteristics on inelastic flexural behavior	323-335
Chi, Wei-Ming / El-Tawil, Sherif / Deierlein, Gregory G. / Abel, John F.	Inelastic analyses of a 17-story steel framed building damaged during Northridge	481-495
Usami, Tsutomu / Kumar, Satish	Inelastic seismic design verification method for steel bridge piers using a damage index based hysteretic model	472-480
Bernal, Dionisio	Instability of buildings during seismic response	496-502
Mahin, Stephen A.	Lessons from damage to steel buildings during the Northridge earthquake	261-270
Miller, Duane K.	Lessons learned from the Northridge earthquake	249-260
Nishimura, N. / Ikeuchi, T. / Taniguchi, N.	Numerical simulation on damage to pipe piers in Hyogoken-Nanbu earthquake	291-299
Lee, G. C. / Liang, Z.	On cross effects of seismic responses of structures	503-509
	Organization and summary of discussions at the US-Japan seminar on innovations in stability concepts and methods for seismic design in structural steel	242-248
Roeder, Charles W.	Overview of hybrid and composite systems for seismic design in the United States	355-363
Watanabe, E. / Sugiura, K. / Nagata, K. / Kitane, Y.	Performances and damages to steel structures during the 1995 Hyogoken-Nanbu earthquake	282-290
Krawinkler, Helmut / Seneviratna, G. D. P. K.	Pros and cons of a pushover analysis of seismic performance evaluation	452-464
Akiyama, H.	A prospect for future earthquake-resistant design	447-451
Morino, S.	Recent developments in hybrid structures in Japan—research, design and construction	336-346
Engelhardt, Michael D. / Sabol, Thomas A.	Reinforcing of steel moment connections with cover plates: benefits and limitations	510-520
Nishikawa, Kazuhiro / Yamamoto, Satoshi / Natori, Tohru / Terao, Keiji / Yasunami, Hiromichi / Terada, Masahiro	Retrofitting for seismic upgrading of steel bridge columns	540-551
Kasai, Kazuhiko / Hodgson, Ian / Bleiman, David	Rigid-bolted repair method for damaged moment connections	521-532
Malley, James O.	SAC Steel Project: Summary of Phase 1 testing investigation results	300-309
Goel, Subhash C. / Leelataviwat, Sutat	Seismic design by plastic method	465-471
Ohi, K. / Takanashi, K.	Seismic diagnosis for rehabilitation and upgrading of steel gymnasiums	533-539
Astaneh-Asl, Abolhassan / Modjtahedi, Djavad / McMullin, Kurt / Shen, Jie-Hua / D'Amore, Enzo	Stability of damaged steel moment frames in Los Angeles	433-446
Tide, R. H. R.	Stability of weld metal subjected to cyclic static and seismic loading	562-569
Tada, M. / Suito, A.	Static and dynamic post-buckling behavior of truss structures	384-389
Kitada, T.	Ultimate strength and ductility of state-of-the-art concrete-filled steel bridge piers in Japan	347-354

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17432
Veröffentlicht am:
06.12.2018
Geändert am:
06.12.2018

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Engineering Structures - v. 20, n. 4-6 (April 1998)

Artikel in dieser Ausgabe

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Engineering Structures - v. 20, n. 4-6 (April 1998)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

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Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
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