A hybrid-parallel framework for the nonlinear seismic analysis of very tall buildings

FRAME3D, a program for the nonlinear seismic analysis of steel structures, has previously been used to study the collapse mechanisms of steel buildings up to 20 stories tall. The present thesis is inspired by the need to conduct similar analysis for much taller structures. It improves FRAME3D in two primary ways.

First, FRAME3D is revised to address specific nonlinear situations involving large displacement/rotation increments, the backup-subdivide algorithm, element failure, and extremely narrow joint hysteresis. The revisions result in superior convergence capabilities when modeling earthquake-induced collapse. The material model of a steel fiber is also modified to allow for post-rupture compressive strength.

Second, a parallel FRAME3D (PFRAME3D) is developed. The serial code is optimized and then parallelized. A distributed-memory divide-and-conquer approach is used for both the global direct solver and element-state updates. The result is an implicit finite-element hybrid-parallel program that takes advantage of the narrow-band nature of very tall buildings and uses nearest-neighbor-only communication patterns.

Using three structures of varied sized, PFRAME3D is shown to compute reproducible results that agree with that of the optimized 1-core version (displacement time-history response root-mean-squared errors are ~〖10〗^(-5) m) with much less wall time (e.g., a dynamic time-history collapse simulation of a 60-story building is computed in 5.69 hrs with 128 cores—a speedup of 14.7 vs. the optimized 1-core version). The maximum speedups attained are shown to increase with building height (as the total number of cores used also increases), and the parallel framework can be expected to be suitable for buildings taller than the ones presented here.

PFRAME3D is used to analyze a hypothetical 60-story steel moment-frame tube building (fundamental period of 6.16 sec) designed according to the 1994 Uniform Building Code. Dynamic pushover and time-history analyses are conducted. Multi-story shear-band collapse mechanisms are observed around mid-height of the building. The use of closely-spaced columns and deep beams is found to contribute to the building's “somewhat brittle” behavior (ductility ratio ~2.0). Overall building strength is observed to be sensitive to whether a model is fracture-capable.

O ZEP Framework: um framework para a criação de métodos para envolvimento de stakeholders no desenvolvimento de soluções de software.

A especificação dos requisitos de software pressupõe que se conheçam os requisitos do sistema do que será parte. Os requisitos do sistema, por sua vez, pressupõem o conhecimento do negócio (business) onde o sistema será utilizado. Para que estes conhecimentos sejam obtidos é importante o envolvimento dos stakeholders tanto no nível de sistema quanto no nível de negócio. As literaturas sobre Engenharia de Requisitos, Engenharia de Software e Engenharia de Sistemas concordam que o envolvimento dos stakeholders é fundamental. O tratamento dispensado ao assunto, no entanto, é pequeno, dada a importância do tema. Esta dissertação, utilizando conceitos da Engenharia de Métodos Situacionais e de Design Science, apresenta o ZEP Framework, um artefato, produzido com o software EPF Composer, que permite a criação de métodos para envolver o stakeholder. Estes métodos, para serem criados, devem levar em consideração as peculiaridades da organização, dos recursos disponíveis e do projeto em si. São apresentados, ainda, alguns cenários, na área de Turismo, como exemplos da utilização do framework.