{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"noindexed":{"date-parts":[[2026,1,26]],"date-time":"2026-01-26T03:33:32Z","timestamp":1769398412364,"version":"3.49.0"},"reference-count":0,"publisher":"Wiley","issue":"4","license":[{"start":{"date-parts":[[2006,11,1]],"date-time":"2006-11-01T00:00:00Z","timestamp":1162339200000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"},{"start":{"date-parts":[[2006,11,1]],"date-time":"2006-11-01T00:00:00Z","timestamp":1162339200000},"content-version":"tdm","delay-in-days":0,"URL":"http:\/\/doi.wiley.com\/10.1002\/tdm_license_1.1"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Earthquake Spectra"],"published-print":{"date-parts":[[2006,11]]},"abstract":"

\n Using state\u2010of\u2010the\u2010art computational tools in seismology and structural engineering, validated using data from the M\n _{w\n =6.7\u00a0January 1994\u00a0Northridge earthquake, we determine the damage to two 18\u2010story steel moment\u2010frame buildings, one existing and one new, located in southern California due to ground motions from two hypothetical magnitude 7.9 earthquakes on the San Andreas Fault. The new building has the same configuration as the existing building but has been redesigned to current building code standards. Two cases are considered: rupture initiating at Parkfield and propagating from north to south, and rupture propagating from south to north and terminating at Parkfield. Severe damage occurs in these buildings at many locations in the region in the north\u2010to\u2010south rupture scenario. Peak velocities of 1\n m.s\n ^{\u22121\n and 2\n m.s\n \u22121\n occur in the Los Angeles Basin and San Fernando Valley, respectively, while the corresponding peak displacements are about 1\n m\n and 2\n m\n , respectively. Peak interstory drifts in the two buildings exceed 0.10 and 0.06\u00a0in many areas of the San Fernando Valley and the Los Angeles Basin, respectively. The redesigned building performs significantly better than the existing building; however, its improved design based on the 1997\n Uniform Building Code\n is still not adequate to prevent serious damage. The results from the south\u2010to\u2010north scenario are not as alarming, although damage is serious enough to cause significant business interruption and compromise life safety.\n ","DOI":"10.1193\/1.2360698","type":"journal-article","created":{"date-parts":[[2006,11,15]],"date-time":"2006-11-15T23:05:10Z","timestamp":1163631910000},"page":"1035-1061","source":"Crossref","is-referenced-by-count":29,"title":["Performance of Two 18\u2010Story Steel Moment\u2010Frame Buildings in Southern California during Two Large Simulated San Andreas Earthquakes"],"prefix":"10.1002","volume":"22","author":[{"given":"Swaminathan","family":"Krishnan","sequence":"first","affiliation":[{"name":"Seismological Laboratory California Institute of Technology MS 252\u201021 Pasadena CA 91125"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Chen","family":"Ji","sequence":"additional","affiliation":[{"name":"Department of Geological Sciences University of California Santa Barbara CA 93106"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Dimitri","family":"Komatitsch","sequence":"additional","affiliation":[{"name":"Department of Geophysical Modeling and Imaging, CNRS UMR 5212 and Magique 3D INRIA Futurs University of Pau 64013 Pau Cedex France"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Jeroen","family":"Tromp","sequence":"additional","affiliation":[{"name":"Seismological Laboratory California Institute of Technology MS 252\u201021 Pasadena CA 91125"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"311","published-online":{"date-parts":[[2006,11]]},"container-title":["Earthquake Spectra"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.1193\/1.2360698","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.1193\/1.2360698","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2026,1,25]],"date-time":"2026-01-25T13:53:34Z","timestamp":1769349214000},"score":1,"resource":{"primary":{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/10.1193\/1.2360698"},"secondary":[{"URL":"https:\/\/pubs.geoscienceworld.org\/earthquake-spectra\/article\/22\/4\/1035\/585199\/performance-of-two-18-story-steel-moment-frame","label":"geoscienceworld"}]},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2006,11]]},"references-count":0,"journal-issue":{"issue":"4","published-print":{"date-parts":[[2006,11]]}},"alternative-id":["10.1193\/1.2360698"],"URL":"https:\/\/doi.org\/10.1193\/1.2360698","archive":["Portico"],"relation":{},"ISSN":["8755-2930","1944-8201"],"issn-type":[{"value":"8755-2930","type":"print"},{"value":"1944-8201","type":"electronic"}],"subject":[],"published":{"date-parts":[[2006,11]]}}}}}