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求助:Displacement-Based Seismic Design of Isolated Bridges

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zhucheng886 发表于 2009-4-22 20:08:43 | 显示全部楼层 |阅读模式
本帖最后由 三T上人 于 2016-7-22 15:53 编辑 <br /><br />求书:Displacement-Based Seismic Design of Isolated Bridges
作者:D. Pietra, G.M. Calvi, R. Pinho

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ljmtidilgw 发表于 2009-4-22 21:07:47 | 显示全部楼层
本帖最后由 三T上人 于 2016-7-22 15:53 编辑 <br /><br />估计wangjianping专家应该有吧

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kengawk 发表于 2009-4-23 07:59:35 | 显示全部楼层
本帖最后由 三T上人 于 2016-7-22 15:53 编辑 <br /><br />Displacement-Based Seismic Design of Isolated Bridges
                   ISBN: 978-88-6198-016-7        
Earthquakesrepresent an extremely challenging loading condition that structuresand the engineers firstly, have to face with. In fact, strength willnot suffice for providing safety, as static loads will imply.
Earthquakes represent an extremely challenging loading condition thatstructures and the engineers firstly, have to face with. In fact,strength will not suffice for providing safety, as static loads willimply. Seismic isolation represents a useful design approach tomitigate or reduce earthquake damage potential. The basic principle ofseismic isolation is to add flexibility to the structural system inorder that it can accommodate the relative motion induced by theearthquake with a limited demand in terms of forces. The concept israther trivial: the more the structure will try to resist movementswhen subjected to the ground motion, much larger the forces that itshould withstand will be. Instead, if the system is capable of allowingsuch displacements, the forces that it attracts will decrease. However,the achievement of this objective is not simple as the concept is. Infact, in order to reduce forces while keeping deformations within anacceptable limit, an efficient balance between the displacement andstrength capability of the structural system should be obtained. Hence,methodologies, where the amplitude of the deformation demand isproperly controlled, are required for a reliable design of the system.Under this perspective, the Direct Displacement-Based Design (DDBD)proposed firstly by Priestley in 1993, and further developed andverified by the latter and his co-workers, has been demonstrated toprovide a very reliable, and conceptually valid, approach. The adoptionof an efficient design approach, as for example seismic isolation, inconjunction with a reliable design method, as DDBD, in particular, isof great appeal for the design of bridges. The latter, in fact, due tothe fundamental role they play within the transportation network,should be capable of withstanding the earthquake excitation withoutsubstantial damage in order to preserve their functionality.
Prezzo Online:

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wonderwhy 发表于 2009-4-23 13:44:18 | 显示全部楼层
本帖最后由 三T上人 于 2016-7-22 15:53 编辑 <br /><br />电子版的没有找到。。。。

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wangjianping 发表于 2009-4-23 15:54:09 | 显示全部楼层
本帖最后由 三T上人 于 2016-7-22 15:53 编辑 <br /><br />SORRY 我没有

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wangjianping 发表于 2009-4-24 20:45:05 | 显示全部楼层
本帖最后由 三T上人 于 2016-7-22 15:53 编辑 <br /><br />READ THE CHAPTERS 10 AND 11 OF THE BOOK  DISPLACEMENT BASED SEISMIC DESIGN OF
STRUCTURES  BY PRIESTLEY AND CALVI

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wangjianping 发表于 2009-4-25 09:52:32 | 显示全部楼层
本帖最后由 三T上人 于 2016-7-22 15:53 编辑 <br /><br />i will upload a theses on isolated and energy dissipated bridge supervised by prof. calvi

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kengawk 发表于 2009-4-25 17:00:00 | 显示全部楼层
本帖最后由 三T上人 于 2016-7-22 15:53 编辑 <br /><br />awesome!

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kengawk 发表于 2009-4-25 17:23:27 | 显示全部楼层
本帖最后由 三T上人 于 2016-7-22 15:53 编辑 <br /><br />值得期待!

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ljmtidilgw 发表于 2009-4-25 17:24:46 | 显示全部楼层
本帖最后由 三T上人 于 2016-7-22 15:53 编辑 <br /><br />给专家献花

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ljmtidilgw 发表于 2009-4-26 18:25:08 | 显示全部楼层
本帖最后由 三T上人 于 2016-7-22 15:53 编辑 <br /><br />专家说的是这个.
Displacement-Based Seismic Design of Structures

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 楼主| zhucheng886 发表于 2009-4-29 11:17:11 | 显示全部楼层
这两个不一样,可能原理差不多,肯定在具体实施方面有区别,希望能找到这本资料。
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kengawk 发表于 2012-3-25 19:53:14 | 显示全部楼层
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