Serviceability-related issues for bridge live load deflection and construction closure pours : [research summary].

Fu, Chung C.; University of Maryland (College Park, Md.)

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Serviceability-related issues for bridge live load deflection and construction closure pours : [research summary].

2015-06-01
By Fu, Chung C.

[PDF-59.47 KB]

English

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Details:

Creators:

Fu, Chung C.
Corporate Creators:

University of Maryland (College Park, Md.)
Subject/TRT Terms:

[+]

Bridge Construction Bridge Decks Bridge Design Deflection Finite Element Method Live Loads Serviceability State Of The Practice Steel Bridges
Publication/ Report Number:

SP309B4M
Resource Type:

Brief
Geographical Coverage:

Maryland
Corporate Publisher:

Maryland. State Highway Administration
Abstract:

The Load and Resistance Factor Design (LRFD) method has evolved to become a

more reliable approach to bridge design in the past century. Nevertheless, safety is

always the number one concern in the design of bridge structures. Equally important,

and sometimes harder to account for in the design, is to make sure that the bridge can

be constructed with common practices and that the bridge functions as the public

expects. A good example of this is a new bridge that has adequate strength, but has

noticeable deflection under live loads. In this case the vehicle passengers as well as

pedestrians will feel uncomfortable when driving or walking over the structure because

they believe the bridge is inadequately designed.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:0e695321a84de1e3429fb5ff05d314159af9e34aa19aa2326a9b307bddd4efa3
Download URL:

https://rosap.ntl.bts.gov/view/dot/29144/dot_29144_DS1.pdf
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No Additional Files

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Serviceability-related issues for bridge live load deflection and construction closure pours : [research summary].

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