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performance based seismic design

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鲜花(60) 鸡蛋(0)
wangjianping 发表于 2008-3-8 16:46:37 | 显示全部楼层 |阅读模式
durning the past 30 years,major changes have been made in the field of seismic design.special intrest is what has been labeled performance based seismic design (pbsd),now europe and usa have developed seismic design code implenting pbsd methodology such as fema and asce codes

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cnman 发表于 2008-3-9 19:26:46 | 显示全部楼层
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 楼主| wangjianping 发表于 2008-3-10 10:03:14 | 显示全部楼层
the term pbsd is relatively new, the process is not, the basis of structural engineering is to design structures that performe in a satisfactory manner,in the beginning designer learned by trial and error, but as he(she) gained experience, performance improved, it is interesting to observe the surprise expressed by modern-day engineer when we discover that some older buildings do quite well when evaluated for their ability to resist earthquake ground motions,even though the designers of these buildings did not have the benefit ot modern structural technology and analytical techniques.
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 楼主| wangjianping 发表于 2008-3-10 11:58:35 | 显示全部楼层

pbsd paper

a pbsd paper

PBEE-Akiyama.pdf

96.45 KB, 下载次数: 39, 下载积分: 金币 -2 金币

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tony1435 发表于 2008-3-10 12:29:20 | 显示全部楼层
哇,没有用到之处啊~
鲜花(60) 鸡蛋(0)
 楼主| wangjianping 发表于 2008-3-10 12:49:50 | 显示全部楼层
pbsd paper 2

01日本基于性能结构抗震设计方法的发展.pdf

574.89 KB, 下载次数: 30, 下载积分: 金币 -2 金币

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 楼主| wangjianping 发表于 2008-3-10 14:06:44 | 显示全部楼层
鲜花(60) 鸡蛋(0)
 楼主| wangjianping 发表于 2008-3-10 14:07:21 | 显示全部楼层
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 楼主| wangjianping 发表于 2008-3-10 14:08:18 | 显示全部楼层
pbsd paper3

Iset469.pdf

600.72 KB, 下载次数: 16, 下载积分: 金币 -2 金币

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bridgedut 发表于 2008-4-12 17:31:57 | 显示全部楼层
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stokessman 发表于 2008-4-13 08:09:25 | 显示全部楼层
是不是抗震性能设计
鲜花(60) 鸡蛋(0)
 楼主| wangjianping 发表于 2008-5-6 11:17:45 | 显示全部楼层

VISION 2000

Performance Based Seismic Engineering of
Buildings
Prepared for:
California Office of Emergency Service
Prepared by:
Structural Engineers Association of California
Vision 2000 Committee
Part1: INTERIM RECOMMENDATIONS
Part2: CONCEPTUAL FRAMEWARK
Part3: PRELIMINARY NORTHRIDGE LESSONS
Part4: MOVING THE BLUEBOOK TOWARD PERFORMANCE BASED
ENGINEERING
April 3,1995
Final Report
SEAOC VISION2000
鲜花(60) 鸡蛋(0)
 楼主| wangjianping 发表于 2008-5-6 11:20:22 | 显示全部楼层
Spectrum of Damage States

02_vision2000_01.pdf

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02_vision2000_02.pdf

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02_vision2000_03.pdf

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02_vision2000_04.pdf

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02_vision2000_05.pdf

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02_vision2000_06.pdf

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02_vision2000_07.pdf

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02_vision2000_08.pdf

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02_vision2000_09.pdf

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鲜花(60) 鸡蛋(0)
 楼主| wangjianping 发表于 2008-5-29 11:04:49 | 显示全部楼层
Over the past century, perhaps the single most important
development in reducing earthquake losses has been the
incorporation of seismic design provisions into the
Nation’s building codes. These codes prescribe minimum
standards that must be met in designing and constructing
buildings in order to protect the health and safety of occupants.
In recent years, the limitations of minimum standards have
become more apparent as building owners, managers, and
regulators have recognized that other factors besides
structural safety, such as repair costs, downtime, and the
performance of nonstructural components, need to be considered
in designing specific facilities. This has led to the
emergence of a performance-based approach to design and
construction. Under this method, individual buildings or classes
of structures can be designed to perform at levels commensurate
with applicable hazards, risks, and risk tolerances.
鲜花(60) 鸡蛋(0)
 楼主| wangjianping 发表于 2008-5-29 11:06:49 | 显示全部楼层
Performance-based methods have the potential to significantly
enhance many aspects of building design, including
seismic protection. This potential will be realized as the
approach is further developed and refined and becomes
more widely used and integrated into building codes.
鲜花(60) 鸡蛋(0)
 楼主| wangjianping 发表于 2008-5-29 11:07:12 | 显示全部楼层
As it relates to seismic design, this
approach has been termed
Performance-Based Seismic Design
(PBSD). Development of PBSD
began in the mid-1990s, largely for
use in evaluating and upgrading
existing buildings. With support
from the National Science
Foundation (NSF), the Pacific
Earthquake Engineering Research
Center (PEER) built upon these
first-generation procedures, developing
a conceptual framework for the
next generation of PBSD. Since
2000, FEMA has led efforts to develop
this new generation of PBSD procedures
via the Action Plan for
Performance Based Seismic Design
(FEMA 349), which is being implemented through a contract
with the Applied Technology Council (ATC), a
California-based nonprofit organization working to
advance engineering applications for hazard mitigation.
鲜花(60) 鸡蛋(0)
 楼主| wangjianping 发表于 2008-5-29 11:07:50 | 显示全部楼层
In 2006, FEMA published an updated project plan for
developing next-generation PBSD guidelines, Next-
Generation Performance-Based Seismic Design Guidelines:
Program Plan for New and Existing Buildings (FEMA 445).
The completion of FEMA 461 is one of the first major
accomplishments in carrying out that plan. To develop the
113-page FEMA 461 report, the ATC collaborated with the
NSF-funded National Earthquake Engineering Research
Centers: MCEER, the Mid-America Earthquake Center,
and PEER.1 The project team also made use of input provided
by more than 40 experts from government, industry,
and academia who participated in the FEMA-sponsored
Workshop on Interim Protocols for Seismic Performance
Assessment Testing of Nonstructural Components.
鲜花(60) 鸡蛋(0)
 楼主| wangjianping 发表于 2008-5-29 11:09:16 | 显示全部楼层
PAPER

SeismicWavesApr08.pdf

380.49 KB, 下载次数: 8, 下载积分: 金币 -2 金币

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 楼主| wangjianping 发表于 2008-6-2 13:44:46 | 显示全部楼层
钢筋混凝土框架-核心筒结构基于位移抗震设计
钱稼茹, 徐福江
(清华大学 结构工程与振动教育部重点实验室,土木工程系,北京 100084)

摘要: 本文研究了规则钢筋混凝土(RC)框架-核心筒结构基于位移抗震设计方法的几个关键问题,给出了RC框架-核心筒结构基于位移抗震设计的基本步骤。通过算例说明了设计的基本过程,并通过静力弹塑性分析验证了本文方法的可行性。
关键词: RC框架-核心筒结构;基于位移抗震设计;目标位移;变形解构;变形能力
鲜花(60) 鸡蛋(0)
 楼主| wangjianping 发表于 2008-6-2 13:46:50 | 显示全部楼层
paper

钱稼茹 RC框架-核心筒结构基于位移抗震设计-地震工程会议.rar

163.71 KB, 下载次数: 5, 下载积分: 金币 -2 金币

鲜花(0) 鸡蛋(0)
cnman 发表于 2008-6-15 21:18:21 | 显示全部楼层
怎么不全面!
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xw_lxw 发表于 2008-6-16 08:50:22 | 显示全部楼层
the Pacific
Earthquake Engineering Research
Center (PEER) built upon these
first-generation procedures, developing
a conceptual framework for the
next generation of PBSD.
鲜花(1) 鸡蛋(0)
xw_lxw 发表于 2008-6-16 08:59:18 | 显示全部楼层
the Pacific
Earthquake Engineering Research
Center (PEER) built upon these
first-generation procedures, developing
a conceptual framework for the
next generation of PBSD.
鲜花(1) 鸡蛋(0)
xw_lxw 发表于 2008-6-16 08:59:37 | 显示全部楼层
Description: Performance-based engineering, use of energy dissipating devices, earthquake-resistant design, and other techniques in earthquake engineering have come of age in the last decade. Following a brief overview of traditional methods, Earthquake Engineering: From Engineering Seismology to Performance-Based Engineering presents the details of these recent advances in a single volume. The book elucidates advances in scientific knowledge, summarizes recent research project findings, covers design guidelines, and discusses the future challenges and directions.H ighlights include: Historical development of earthquake engineering and its modern goal Geosciences principles needed to define seismic hazards Geotechnical hazards and engineering characterizations of ground motion Deterministic and probabilistic methods of analysis Performance-based earthquake engineering, its applications, and future direction Innovative strategies and techniques, including seismic isolation and energy dissipation devices Seismic behavior and earthquake-resistant design of building structural systems using different structural materials such as reinforced concrete, steel, masonry, and wood Seismic analysis and des; The book is the result of an enormous amount of time and energy spent by a panel of distinguished contributors whose collective experience exceeds 500 years of teaching, research, and practice.
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diji007 发表于 2008-7-11 22:07:08 | 显示全部楼层
基于性能的抗震设计方法是一个很好的方向,但是目前实施还是有很大难度的,谢谢分享!
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lemonmugua 发表于 2008-10-6 12:32:31 | 显示全部楼层
干嘛搞这么多英文啊?很厉害哦?
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xauat 发表于 2008-10-25 17:11:23 | 显示全部楼层
鲜花(0) 鸡蛋(0)
xauat 发表于 2008-10-25 17:14:01 | 显示全部楼层
鲜花(0) 鸡蛋(0)
chenhui 发表于 2009-4-10 14:00:32 | 显示全部楼层
下载下来学习学习
鲜花(0) 鸡蛋(0)
diji007 发表于 2009-10-11 16:07:21 | 显示全部楼层
基于性能现在也只是理论意义上,真正的评价指标现在也没统一或者明确,希望大家努力,早日实现规范化。
鲜花(0) 鸡蛋(0)
5210113 发表于 2009-10-14 20:49:40 | 显示全部楼层
好东西,谢谢
鲜花(84) 鸡蛋(0)
khimliang 发表于 2009-11-20 22:39:52 | 显示全部楼层
paper?
鲜花(0) 鸡蛋(0)
loveinside 发表于 2009-11-22 23:58:47 | 显示全部楼层
多谢!
鲜花(1) 鸡蛋(0)
n900 发表于 2011-7-21 20:48:36 | 显示全部楼层
Thanks!
鲜花(9) 鸡蛋(0)
hd883 发表于 2012-2-20 15:29:46 | 显示全部楼层
Only TOC but thanks.
鲜花(9) 鸡蛋(0)
hd883 发表于 2012-2-20 15:37:39 | 显示全部楼层
Xie Xie
鲜花(52) 鸡蛋(0)
xmgao9996 发表于 2012-2-20 16:20:40 | 显示全部楼层
性能化抗震设计,2010版高规中已采用。
鲜花(9) 鸡蛋(0)
hd883 发表于 2012-2-25 05:49:48 | 显示全部楼层
Thanks.
鲜花(1) 鸡蛋(0)
xyzxyzxyz 发表于 2014-10-10 23:29:50 | 显示全部楼层
支持一下  
鲜花(0) 鸡蛋(0)
denhere 发表于 2014-11-19 11:47:41 | 显示全部楼层
有点乱啊
鲜花(5) 鸡蛋(0)
sjzdh 发表于 2014-11-19 13:50:51 | 显示全部楼层
下载看看了
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mysun818 发表于 2015-3-6 14:50:17 | 显示全部楼层
很实用的资料,谢谢楼主!
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ljmabcljm 发表于 2019-1-20 01:41:11 | 显示全部楼层
回答了那么多,没有加分了,郁闷。。 支持东南西北人
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gghh8488 发表于 2019-3-8 00:47:25 | 显示全部楼层
收藏了,谢谢楼主分享
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