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
Genealogy of Performance-Based Seismic Design: Is the Present a Re-crafted Version of the Past?
Date
2017-06-14
Author
Gulkan, P.
Sozen, Mete A.
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
123
views
0
downloads
Cite This
Structural engineering for earthquake resistance is undergoing a major revision in its approach toward the fulfillment of seismic safety and utilitarian serviceability in design. Rather than sticking to the established precepts of prescriptive design rules, design has turned toward the achievement of specific results through procedures that are tailored for different buildings and uses. These procedures represent notable research contributions, but they are complicated conceptually for implementation in structural engineering practice, and nonlinear building response estimates, frequently assumed to be performance, can vary within broad limits even for simple applications.
Subject Keywords
Performance-based seismic design
,
Base shear
,
Drift ratio
URI
https://hdl.handle.net/11511/65307
DOI
https://doi.org/10.1007/978-3-319-62099-2_1
Conference Name
International Conference on Earthquake Engineering and Structural Dynamics (ICESD)
Collections
Engineering, Conference / Seminar
Suggestions
OpenMETU
Core
Fundamental Concepts of Performance Based Earthquake Engineering
Sucuoğlu, Haluk (null; 2015-08-29)
In modern earthquake engineering, seismic performance properties are more important than the resistance properties of structures. Seismic performance of a structure is related to the expected damage level under an earthquake excitation, and how this damage relates to safety and use of the building. Accordingly, estimation of member deformations becomes more critical than the estimation of internal forces since the deformations in the post elastic regions of the structure are well correlated with damage in t...
Analytical study on seismic retrofitting of reinforced concrete buildings using steel braces with shear link
Durucan, Cengizhan; Dicleli, Murat (2010-10-01)
This paper is focused on a proposed seismic retrofitting system (PRS) configured to upgrade the performance of seismically vulnerable reinforced concrete (RC) buildings. The PRS is composed of a rectangular steel housing frame with chevron braces and a yielding shear link connected between the braces and the frame. The retrofitting system is installed within the bays of an RC building frame to enhance the stiffness, strength and ductility of the structure. The PRS and a conventional retrofitting system usin...
Seismic response of a single story innovative steel frame system
Dicleli, Murat (2005-01-01)
The presented research studies the seismic response of a new braced steel frame type and a new design philosophy that will focus on minimizing damage to the essential structural members and ensuring satisfactory post-earthquake performance of steel buildings under service loads with minimal rehabilitation costs. The proposed frame type is composed of beams and columns with rigid connections, chevron braces and a conventional energy-dissipating member called the shear element connected between the braces and...
Investigation of overstrength in asymmetrıc-plan structures as an optımum design strategy
Kaatsız, Kaan; Sucuoğlu, Haluk (2017-10-13)
Uneven distribution of seismic demand in asymmetric-plan structures is a widely investigated issue in the field ofearthquake engineering. Contemporary seismic design strategies, which are based on linear elastic behaviour of thestructure and employ uniform design parameters (single load reduction factor, etc.) throughout an asymmetric system,generally show poor performance in terms of realized ductilities and non-uniform damage distribution due to strongtorsional coupling associated with asymmetric-plan sys...
Seismic collapse safety based optimization of steel Moment-Resisting frames
Gholizadeh, Saeed; Hasançebi, Oğuzhan; Eser, Hasan; Koçkaya, Okan (2022-11-01)
Structures must have a reasonable seismic safety margin in order to ensure life-safety as well as to prevent structural collapse caused by earthquakes. On the other hand, the cost-efficiency and economy of structures are important and integral parts of structural engineering. The main aim of the current study is to propose an efficient methodology for designing cost-efficient multi-story special steel moment-resisting frames at predefined levels of seismic collapse safety. To achieve this purpose, a seismic...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
P. Gulkan and M. A. Sozen, “Genealogy of Performance-Based Seismic Design: Is the Present a Re-crafted Version of the Past?,” Reykjavik, ICELAND, 2017, vol. 44, p. 3, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/65307.