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Friday, July 31, 2020 | History

2 edition of The dynamic response of shallow-buried arches subjected to blast loading found in the catalog.

The dynamic response of shallow-buried arches subjected to blast loading

by Caryll Robbins Whipple

  • 58 Want to read
  • 35 Currently reading

Published by University of Illinois in Chicago, Illinois .
Written in English

    Subjects:
  • Civil engineering

  • Edition Notes

    ContributionsUniversity of Illinois
    The Physical Object
    Pagination1 v. :$bill. ;
    ID Numbers
    Open LibraryOL25166914M

    Post failure behaviour and a brittle-plastic model of brittle rock Author / Creator: Ge, X. Analysis and calculation of buried composite sandwich structure subjected to blast loading. Wu, J. / Zhou, Z. / Li, Q. | print version Aircraft dynamic loads and dynamic response of airfield cement concrete pavement. Xu, J. Y. / Yuan, J. S. [17] Chen, HL and Chen, SE "Dynamic Responses of Shallow-Buried Flexible Trap-Doors Subjected to Impact Loading," Journal of Structural Engineering, ASCE, v. , no. 1, p, Jan [18] Chiapetta,RL and Costantino,CJ, A Bibliography on the Response of Earth Media and Buried Structures to Ground Loading, WESCR,

    Dynamic response analyses for human-induced lateral vibration on footbridges M. Yoneda Basic creep study and formulation of a new model M. Zeineddine,W. Raphael &A. Chateauneuf The real-time alarming technique of ship-collision to long-span bridges based on the displacement data of expansion joints Y.F. Zhang, S.C. Zhu & L.T. Zhang. Book Construction of Fills Monahan - Free ebook download as PDF File .pdf), Text File .txt) or read book online for free.

    (a) TYPICAL LATERAL RESPONSE Pf Pv (b) TYPICAL BLAST LOADING FIGURE Nuclear or distant HE blast loading and response of typical framed structure (ASCE, ). DK_Cfm Page Wednesday, Decem AM Behaviors of Structural Elements PF = 2 ΣMpn / L2 (force/length) (). Once the fundamentals of deformation, blast loading, structural response and penetration have been examined the problems facing the structural designer in many fields can be addressed. The first of these is the effect of local explosions, where up to one or two .


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The dynamic response of shallow-buried arches subjected to blast loading by Caryll Robbins Whipple Download PDF EPUB FB2

@article{osti_, title = {THE DYNAMIC RESPONSE OF SHALLOW-BURIED ARCHES SUBJECTED TO BLAST LOADING}, author = {Whipple, C.R.}, abstractNote = {A study was made of the effectiveness of the surrounding soil in restraining the lateral movement of shallow-buried arches subjected to blast overpressures from a nuclear explosion.

The arches were considered to be buried. the dynamic response of shallow-buried arches subjected to blast loading Journal Article Whipple, C.R. - Dissertation Abstr. A study was made of the effectiveness of the surrounding soil in restraining the lateral movement of shallow-buried arches subjected to blast overpressures from a nuclear explosion.

Dynamic load and assumed response model for arches subjected to overhead bursts were also suggested by Flathau et al. Chen et al., discussed the dynamic load of buried arches subjected to localized explosions theoretically through dynamic medium-structure interaction models.

They suggested a local triangular distribution style of the dynamic Cited by: This study suggested an analytical continuous arch model to predict the response of the underground protective arch structures subjected to conventional blast loads, as shown in Fig.

soil–structure interaction was included by means of the interfacial by: When the shock wave caused by explosion in geotechnical medium encountered buried pipeline, the buried pipeline may be destroyed.

Use the LS-DYNA program to describe the deformation of buried pipelines under explosion ground shock. The results indicate that the process of the stress on pipe is instantaneous, and the back of buried pipelines against explosion center suffers greater Cited by: 3.

Numerical Simulation on the Dynamic Response of Buried Pipelines Subjected to Blast Loads Article March with 89 Reads How we measure 'reads'. ANALYSIS OF SHALLOW BURIED REINFORCED CONCRETE BOX STRUCTURES SUBJECTED TO AIRBLAST LOADS By Kay Hyang Chee May Chair: Theodor Krauthammer Major: Civil Engineering A numerical method for the dynamic analysis of shallow-buried reinforced concrete box-type structures subjected to air blast loadings is presented in this study.

T1 - Dynamic response of shallow-buried cylindrical structures. AU - Chen, H. AU - Shah, Surendra P. AU - Keer, Leon M. PY - /1/1. Y1 - /1/1. N2 - An analytical and experimental investigation of the phenomenon of dynamic soil-structure interaction of buried structures is conducted.

A numerical method for the dynamic analysis of shallow-buried reinforced concrete box-type structures subjected to air blast loadings is presented in this study. The proposed method was based on the Single-Degree-of-Freedom (SDOF) approach, where two loosely coupled SDOF systems were considered to take into account the flexural and direct shear.

Chen et al. [10] [11][12] conducted explosion experiments on the shallow-buried reinforced concrete arches, analyzed the dynamic response and curvature effect of the structure, and proposed a.

Simulating and analyzing the dynamic response of the shallow underground structure under the ground explosions by LS-DYNA. The results show that the ground shock under ground explosions contains two different forms, one is direct impact ground shock and the other is indirect impact ground shock; with the increasing of depth, the ground shock decreases.

Reinforced concrete; mechanics and elementary design, (New York [etc.] McGraw-Hill Book Company, ), by John Pascal Brooks (page images at HathiTrust) Report of the Joint committee on standard specifications for concrete and reinforced concrete.

Submitting standard specifications for concrete and reinforced concrete. On the seismic response of shallow-buried rectangular structures E. Debiasi, A. Gajo⇑, D. Zonta Dipartimento di Ingegneria Civile, Ambientale e Meccanica, Università di Trento, Via Mesi I Povo, Trento, Italy article info Article history: Received 21 April Received in revised form 28 February Accepted 30 April Defense Nuclear Agency: Response of deep two-way-reinforced and unreinforced concrete slabs to static and dynamic loading: report 8: dynamic tests of deep slabs having a span-to-thickness ratio of / (Vicksburg, Miss.: Waterways Experiment Station, ), also by James M.

Watt and Waterways Experiment Station (U.S.). Weapons Effects. Summary. Bridge Maintenance, Safety, Management, Resilience and Sustainability contains the lectures and papers presented at The Sixth International Conference on Bridge Maintenance, Safety and Management (IABMAS ), held in Stresa, Lake Maggiore, Italy, July, This volume consists of a book of extended abstracts ( pp) and a DVD ( pp) containing the full papers of 26 1.

Introduction 27 The accurate quantification of the loading and structural de formation occurring when a 28 shallow buried charge is detonated has received considerable attention in recent times.

The 29 conducted research has equal applicability in both civilian (de-mining) and military (protection 30 from improvised explosive devices (IEDs)) arenas. The role geotechnical conditions play in. Full text of "DTIC ADA The Shock and Vibration Digest.

Vol Number 2," See other formats. Full text of "DTIC ADA Proceedings of the First International Symposium on the Interaction of Non-Nuclear Munitions with Structures Held at U.S.

Air Force Academy, Colorado on MayPart 2" See other formats. There is an Open Access version for this licensed article that can be read free of charge and without license restrictions. The content of the Open Access version may differ from that of the licensed version.

Bridge Maintenance, Safety, Management, Resilience and Sustainability contains the lectures and papers presented at The Sixth International Conference on Bridge Maintenance, Safety and Management (IABMAS ), held in Stresa, Lake Maggiore, Italy, July. Get this from a library!

Bridge maintenance, safety, management, resilience and sustainability: proceedings of the sixth International Conference on Bridge Maintenance, Safety and Management, Stresa, Lake Maggiore, Italy, July [Fabio Biondini; Dan M Frangopol;].

In order to study the load distribution rule, dynamic response and failure mechanism of the tunnel structure under explosion load, evaluate the protection potential of the tunnel project, and obtain the test data of the tunnel under explosion load, the anti-explosion test of the tunnel structure is designed.

This paper mainly analyzes the dynamic response at the center of the roof under three.Structural Concrete, offizielles Organ der fib, ist Ratgeber für Konstruktion und Anwendungen im Massivbau. Structural Concrete, the official journal of the fib, provides conceptual and.