From ceginfo@u.washington.edu Fri Dec 5 08:26:42 2003 Received: from mxu9.u.washington.edu (mxu9.u.washington.edu [140.142.32.174]) by lists.u.washington.edu (8.12.10+UW03.09/8.12.10+UW03.09) with ESMTP id hB5GQfuL026744 for ; Fri, 5 Dec 2003 08:26:41 -0800 Received: from mxout5.cac.washington.edu (mxout5.cac.washington.edu [140.142.32.135]) by mxu9.u.washington.edu (8.12.10+UW03.09/8.12.10+UW03.09) with ESMTP id hB5GQerQ030903 (version=TLSv1/SSLv3 cipher=EDH-RSA-DES-CBC3-SHA bits=168 verify=NO); Fri, 5 Dec 2003 08:26:40 -0800 Received: from homer01.u.washington.edu (homer01.u.washington.edu [140.142.15.35]) by mxout5.cac.washington.edu (8.12.10+UW03.09/8.12.10+UW03.09) with ESMTP id hB5GQcK4019860; Fri, 5 Dec 2003 08:26:38 -0800 Received: from localhost (ceginfo@localhost) by homer01.u.washington.edu (8.12.10+UW03.09/8.12.10+UW03.09) with ESMTP id hB5GQc27164640; Fri, 5 Dec 2003 08:26:38 -0800 Date: Fri, 5 Dec 2003 08:26:37 -0800 (PST) From: Civil and Environmental Engineering To: cegrads@u.washington.edu, faculty@ce.washington.edu, snyder@cs.washington.edu, franka@u.washington.edu Subject: General Exam for Hiroyuki Tagawa, Dec. 8, 2003 Message-ID: MIME-Version: 1.0 Content-Type: MULTIPART/Mixed; BOUNDARY="----=_NextPart_000_0226_01C3BB08.C3A6B200" Content-ID: X-Uwash-Spam: Gauge=IIIIIIII, Probability=8%, Report='TO_HAS_SPACES 0.000, SUBJECT_MONTH_2 0, SUBJECT_MONTH 0' This message is in MIME format. The first part should be readable text, while the remaining parts are likely unreadable without MIME-aware tools. Send mail to mime@docserver.cac.washington.edu for more info. ------=_NextPart_000_0226_01C3BB08.C3A6B200 Content-Type: TEXT/PLAIN; CHARSET=US-ASCII Content-ID: The General Exam for Hiroyuki Tagawa will be held on Monday, December 8, 2003 at 1:45 in More 229. Towards an Understanding of 3D Structural Behavior Abstract: This study investigates the seismic response of 3D steel moment-resisting frames subject to different types of ground shaking. This is carried out in the following stages: (1) Inelastic peak displacement estimation for a SDOF system subject to near-fault and far-fault shaking, (2) Evaluation of 1D structural model (SDOF model, MDOF shear-beam, a coupled shear-flexural-beam) behavior, (3) Decomposition of 2D frame responses as shear- and flexural-beam deformation modes, (4) 2D steel frame responses altered by beam-hinges and/or continuous columns, and (5) Investigation of vertical shaking effects on structural response. Preliminary results of this investigation include: (1) The Capacity Spectra Method (ATC-40) and Coefficient Method (FEMA356) have been calibrated and their ability to predict the peak inelastic displacements of simple structures was assessed, (2) the tendency of bilinear SDOF or MDOF shear-beam models to have large drifts is significantly increased if a post-yield tangent stiffness becomes negative during an earthquake, and in such cases, an alteration of bilinear hysteretic loop to multi-linear and/or an addition of a flexural-beam are often effective to decrease drift demands, (3) 2D frame responses may be decoupled as shear- and/or flexural-beam deformation modes, which enables us to evaluate 2D frame responses in conjunction with parametric study for 1D simple models, (4) performance of 2D steel frames is sometimes, but not always, enhanced by the presence of beam-hinges and/or continuous columns, and (5) vertical shaking effects largely depend on modeling assumptions including both mass distribution and framing connectivity. These preliminary results are used to evaluate the behavior of three types of 3D moment-resisting framing systems. The framing systems are the "separate one-way framing system", which is a typical U.S. moment-resisting frame, the "two-way framing system", which is a typical Japanese moment-resisting frame, and the "uniform one-way framing system", which is proposed in this study and uses semi-rigid connections. The results of this phase of the study indicate the following: (1) the "separate one-way framing system" typically has lower drift concentrations due to many continuous columns, (2) the "two-way framing system" may have larger drift concentrations even though having larger stiffness and strength, and (3) the "uniform one-way framing system" had similar seismic performance to the other framing systems depending on the rigidity and strength of the semi-rigid connections. Future work includes a comprehensive evaluation of the proposed design tools and the development of statistically significant conclusions based on the simulated frame response. Professor Greg MacRae, Chair Professor Laura Lowes Professor Charles Roeder Professor Larry Snyder, GSR -------------------------------------------------------------------------- Hiroyuki Tagawa, Graduate Student (RA) | More Hall 236 Dept. of Civil and Environmental Engineering | Tel: (206) 543-1075 Univ. of Washington, Seattle, WA 98195-2700, USA | tagawa@u.washington.edu ------=_NextPart_000_0226_01C3BB08.C3A6B200 Content-Type: APPLICATION/MSWORD; NAME="Abstract.doc" Content-Transfer-Encoding: BASE64 Content-ID: Content-Description: Content-Disposition: ATTACHMENT; FILENAME="Abstract.doc" 0M8R4KGxGuEAAAAAAAAAAAAAAAAAAAAAPgADAP7/CQAGAAAAAAAAAAAAAAABAAAAMQAAAAAAAAAA EAAAMwAAAAEAAAD+////AAAAADAAAAD///////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////// 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