Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Modeling and software issues for pushover analysis of RC structures
Date
1999-09-13
Author
Wıght, James K
Burak Bakır, Burcu
Canbolat, Bekir Afşin
Lıang, Xuemeı
Metadata
Show full item record
Item Usage Stats
188
views
0
downloads
Cite This
The implementation of performance-based design procedures for the seismic-resistant design of reinforced concrete (RC) structures requires the use of accurate and consistent analysis software. The software should be able to incorporate a variety of RC members, reinforcing details, material models and failure modes. In addition to developing a global force vs. deformation relation for the structure, the software should store information on the inelastic behavior of individual members. This paper surveys software currently available for pushover analysis of RC structures and compares their consistency, accuracy, ease of use, and range of output information. The general conclusion is that output from different software packages is not consistent and that proper use of these software packages requires well-educated users.
URI
https://nisee.berkeley.edu/elibrary/getpkg?id=1212068
https://hdl.handle.net/11511/87015
Conference Name
U.S.-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, 13 September 1999
Collections
Department of Civil Engineering, Conference / Seminar
Suggestions
OpenMETU
Core
Modeling patterns and cultures of embedded software development projects
Akdur, Deniz; Demirörs, Onur; Department of Information Systems (2018)
Due to their multiple constraints across different dimensions of performance and quality, the analysis, design, implementation and testing of software-intensive embedded systems are not trivial, which makes their development more challenging. To cope with these growing complexities, modeling is a widely used approach in this industry. However, the modeling approaches in embedded software vary since the characteristics of diagram development and usage (e.g., purpose, modeling rigor, medium type used, modelin...
Representations of Performative Architecture in Design Synthesis
Ataman, Cem; Gürsel Dino, İpek (2019-04-11)
The design process covers the entire sequence of design activities and includes individual loops of briefing, analysis and synthesis within evaluation and decision making. The development of computer tools that support design synthesis are especially significant for connecting different study fields, which is essential in performative building design. Computational design synthesis includes four major activities as Cagan (2005) states, which are representation, generation, evaluation and guidance in perform...
Analysis and design of conformal frequency selective surfaces /
Dalkılıç, Akın; Alatan, Lale; Department of Electrical and Electronics Engineering (2014)
An efficient analysis and design approach for conformal frequency selective surface (FSS) structures is developed. The design methodology involves the analysis of both the planar and curved FSS structures. First, planar unit cell analysis of conformal FSS models are accomplished for normal and oblique incidence cases. To prove conformal applicability of planar designs, a semi-finite analysis method is utilized. This method is based on solution of a singly periodic curved FSS structure of semi-cylinder shape...
Automated 3D solid FEM generator of complex structures using laser scan data
Sharei, Maha O. M.; Türer, Ahmet; Department of Civil Engineering (2019)
For newly designed buildings, 3D modeling has become an integral part of analysis and design procedure using several simplified approaches by recognized and available software; in which user manually defines the geometry, loads, material properties, and support conditions of structures. Nevertheless, geometry modeling for historical complex structures, especially for masonry type construction, wall thicknesses, openings, section losses are difficult to be accurately defined in analysis programs. Changing wa...
Characterization of fracture processes by continuum and discrete modelling
KALISKE, M.; Dal, Hüsnü; FLEISCHHAUER, R.; JENKEL, C.; NETZKER, C. (Springer Science and Business Media LLC, 2012-09-01)
A large number of methods to describe fracture mechanical features of structures on basis of computational algorithms have been developed in the past due to the importance of the topic. In this paper, current and promising numerical approaches for the characterization of fracture processes are presented. A fracture phenomenon can either be depicted by a continuum formulation or a discrete notch. Thus, starting point of the description is a micromechanically motivated formulation for the development of a loc...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
J. K. Wıght, B. Burak Bakır, B. A. Canbolat, and X. Lıang, “Modeling and software issues for pushover analysis of RC structures,” presented at the U.S.-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, 13 September 1999, Maui, Hawaii, 1999, Accessed: 00, 2021. [Online]. Available: https://nisee.berkeley.edu/elibrary/getpkg?id=1212068.
