Showing papers on "Earthquake resistant structures published in 1985"

Design of Seismic‐Resistant Friction‐Braced Frames

Abstract: This paper illustrates the design of a ten‐story, single bay, earthquake‐resistant friction‐braced steel frame using a computer‐aided design system called DELIGHT.STRUCT. Linear and nonlinear time history analyses are built into the design procedure itself rather than serving as a check at the end of the design process. The frame's performance is assessed on the basis of its response to gravity loads alone, gravity loads plus a moderate earthquake, and finally gravity loads combined with a rare severe earthquake ground motion. A preliminary analysis is conducted first to find the most active frame performance constraints. The method of feasible directions is employed to solve the constrained optimization problem. Objective functions include minimum volume, minimum dissipated energy and minimum sum of squared story drifts. A sensitivity analysis of frame response for perturbed ground motion and modeling parameters is included.

Nonlinear Earthquake Analysis of Concrete Building Structures.

Abstract: : Proportioning of strength in an earthquake resistant structure is usually based on a linear elastic analysis and a set of equivalent static lateral forces. This design procedure has proven to be reliable on the basis of observed building damage caused by past earthquakes and has been adopted by present building codes. Presently, inelastic design of concrete structures subjected to load reversals is an art much like design of continuous structures subjected to gravity loadings was in the earlier part of the century. Inelastic stiffness characteristics of concrete components have been shown through experiments to be influenced by parameters not previously considered for analysis of structures subjected to montonically increasing forces. Hysteretic behavior of members and connections have been shown to be dependent on opening and closure of flexural and shear cracks, bond-slip mechanisms, softening of reinforcement, and inelasticity of concrete in compression. Because of the complexity of inelastic behavior and the uncertain sequence of ground excitations, several analyses need to be done so that an engineer may develop the judgement needed to implement a particular design. A simple tool needs to be developed for these analyses. The purpose of study described in this report is to develop an analytical technique that considers explicitly both the history of the ground motion, and the nonlinear hysteretic behavior of the structure. The technique is developed using nonlinear resistance characteristics of reinforced concrete structures, however, the basis of the method is applicable to any type of building structure.

SRC Elevated Station Structures for New Bullet Trains

Abstract: SRC Steelframe reinforced concrete structures were utilized on several station buildings for the Japanese National Railways bullet trains. This paper presents an outline of the dimensions of those buildings, representative structural details, and examples of the relationship between temperature changes and deformation in some of the buildings.