NDLI: Nonlinear analysis of pounding between decks of multi-span bridge subjected to multi-support and multi-dimensional earthquake excitation

Content Provider	Springer Nature Link
Author	Zhang, Hai Jiao, Li Lin, Jun nan
Copyright Year	2013
Abstract	The nonlinear analysis of pounding between bridge deck segments subjected to multi-support excitations and multi-dimensional earthquake motion was performed. A novel bottom rigid element (BRE) method of the current displacement input model for structural seismic analysis under the multi-support excitations was used to calculate structural dynamic response. In the analysis, pounding between adjacent deck segments was considered. The seismic response of a multi-span bridge subjected to the multi-support excitation, considering not only the traveling-wave effect and partial coherence effect, but also the seismic non-stationary characteristics of multi-support earthquake motion, was simulated using finite element method (FEM). Meanwhile, the seismic response of the bridge under uniform earthquake was also analyzed. Finally, comparative analysis was conducted and some calculation results were shown for pounding effect, under multi-dimensional and multi-support earthquake motion, when performing seismic response analysis of multi-span bridge. Compared with the case of uniform/multi-support/multi-support and multi-dimensional earthquake input, the maximum values of pounding force in the case of multi-support and multi-dimensional earthquake input increase by about 5–8 times; the absolute value of bottom moment and shear force of piers increase by about 50%–600% and 23.1%–900%, respectively. A conclusion can be given that it is very necessary to consider the pounding effect under multi-dimensional and multi-support earthquake motion while performing seismic response analysis of multi-span bridge.
Starting Page	2546
Ending Page	2554
Page Count	9
File Format	PDF
ISSN	20952899
Journal	Journal of Central South University of Technology
Volume Number	20
Issue Number	9
e-ISSN	22275223
Language	English
Publisher	Springer Berlin Heidelberg
Publisher Date	2013-09-06
Publisher Place	Berlin, Heidelberg
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	pounding bridge bottom rigid method (BRE) multi-dimensional and multi-support earthquake motion Engineering Metallic Materials
Content Type	Text
Resource Type	Article
Subject	Metals and Alloys Engineering

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Near-fault directivity pulse-like ground motion effect on high-speed railway bridge

3D Pounding Analysis Between Decks and at Abutments of a Bridge Structure to Multi-component Spatially Varying Ground Motions

Seismic response analysis of long-span rigid frame bridge with high-rising piers subjected to near-fault earthquake

Numerical simulation of curved bridge subjected to earthquake induced pounding

Dynamic analysis and modal test of long-span cable-stayed bridge based on ambient excitation

A novel method for predicting breakthrough time of horizontal wells in bottom water reservoirs

Stochastic analysis of required separation distance to avoid seismic pounding between adjacent bridge decks

A nonlinear bottom-following controller for underactuated autonomous underwater vehicles

Damage alarming of long-span suspension bridge based on GPS-RTK monitoring

Nonlinear analysis of pounding between decks of multi-span bridge subjected to multi-support and multi-dimensional earthquake excitation

Similar Documents

Near-fault directivity pulse-like ground motion effect on high-speed railway bridge

3D Pounding Analysis Between Decks and at Abutments of a Bridge Structure to Multi-component Spatially Varying Ground Motions

Seismic response analysis of long-span rigid frame bridge with high-rising piers subjected to near-fault earthquake

Numerical simulation of curved bridge subjected to earthquake induced pounding

Dynamic analysis and modal test of long-span cable-stayed bridge based on ambient excitation

A novel method for predicting breakthrough time of horizontal wells in bottom water reservoirs

Stochastic analysis of required separation distance to avoid seismic pounding between adjacent bridge decks

A nonlinear bottom-following controller for underactuated autonomous underwater vehicles

Damage alarming of long-span suspension bridge based on GPS-RTK monitoring

Nonlinear analysis of pounding between decks of multi-span bridge subjected to multi-support and multi-dimensional earthquake excitation