From ceginfo@u.washington.edu Wed Sep 19 14:58:47 2001 Received: from jason05.u.washington.edu (jason05.u.washington.edu [140.142.8.54]) by lists.u.washington.edu (8.11.6+UW01.08/8.11.6+UW01.08) with ESMTP id f8JLwfN121666 for ; Wed, 19 Sep 2001 14:58:41 -0700 Received: from homer03.u.washington.edu (daemon@homer03.u.washington.edu [140.142.15.37]) by jason05.u.washington.edu (8.11.6+UW01.08/8.11.6+UW01.08) with ESMTP id f8JLwb315570; Wed, 19 Sep 2001 14:58:38 -0700 Received: from localhost (ceginfo@localhost) by homer03.u.washington.edu (8.11.6+UW01.08/8.11.6+UW01.08) with ESMTP id f8JLwbr37368; Wed, 19 Sep 2001 14:58:37 -0700 Date: Wed, 19 Sep 2001 14:58:36 -0700 (PDT) From: Civil and Environmental Engineering To: , , , Subject: MSCE Defense - Myles Parrish 9/21 Message-ID: MIME-Version: 1.0 Content-Type: TEXT/PLAIN; charset=US-ASCII The final examination for the MSCE degree for Myles Parrish will be held on Friday, September 21, 2001 at 1:30 p.m. in the Faculty Library (More 218). "Accuracy of Seismic Performance Methodologies for Rectangular Reinforced Concrete Columns" To implement Performance-Based Earthquake Engineering (PBEE) within a probabilistic framework, the accuracy of various methods for predicting seismic performance needs to be evaluated. This thesis provides reliability statistics for predictions of seismic performance of flexure-critical, rectangular reinforced concrete columns, subjected to cyclic loads. Statistics are reported for estimates of maximum flexural strength, effective stiffness at first yield, onset of concrete spalling and onset of bar buckling. Statistics were compiled by comparing the measured and calculated responses of columns extracted from a database of 204 tests of rectangular columns. Professor Marc Eberhard, Chair .