Impact Mitigation for Buried Structures: Demolition of the New Haven Veterans Memorial Coliseum

被引：0

作者：

Woelke, Pawel ^{[1
]}

Tang, Margaret ^{[1
]}

McClennan, Scott ^{[1
]}

Abboud, Najib ^{[1
]}

Tennant, Darren ^{[1
]}

Hapij, Adam ^{[1
]}

Ettouney, Mohammed ^{[1
]}

机构：

[1] Weidlinger Associates Inc, New York, NY 10014 USA

来源：

JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME | 2009年 / 131卷 / 03期

关键词：

construction; hazards; impact (mechanical); structural engineering;

D O I：

10.1115/1.3109979

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

We present an overview of the analysis and design of mitigation schemes for buried structures subjected to impact loading, with a focus on the hazard evaluation to underground utilities from the demolition by implosion of the Veterans Memorial Coliseum in New Haven, CT. We discuss the analytical and numerical investigations validated by field testing conducted prior to the implosion and leading to the design of the mitigation schemes aimed at protecting the utilities buried under ground. All the designed and constructed mitigation schemes proved successful during the January 2007 implosion of the Veterans Memorial Coliseum.

引用

页数：9

共 9 条

[1]

[Anonymous], 2002, Standard Specifications for Highway Bridges

[2]

*ASME, HPS2003 ASME

[3] Some practical applications of the use of scale independent elements for dynamic analysis of vibrating systems [J].

Ettouney, MM ;

Daddazio, RP ;

Abboud, NN .

COMPUTERS & STRUCTURES, 1997, 65 (03) :423-432

[4]

GAD EF, 2007, AUSTR J STRUCTURAL E, V7, P197

[5]

MOULD JC, 1994, MECH MAT STRUCTURES

[6]

Testa, 1964, INTRO STRUCTURAL DYN

[7]

*UBC, 1999, INT C BUILD OFF WHIT

[8]

VAUGHAN D, 1983, UG8298 WEIDL ASS INC

[9]

Waas G., 1972, Linear Two-Dimensional Analysis of Soil Dynamics Problems in Semi-Infinite Layered Media

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