Elastic investigation of piers numbers effects in transverse direction on the stiffness of continuous and simply supported bridges
Piers were important structural members between superstructure and foundation of bridge which were designed to transfer and resist the vertical loads and horizontal loads (dead load of structure, traffic loads, water pressure, ice, and wind) to the foundation. The objective of this study was to eval...
Saved in:
Main Author: | Naser, Ali Fadhil |
---|---|
Format: | Article |
Language: | English |
Published: |
Penerbit Universiti Kebangsaan Malaysia
2021
|
Online Access: | http://journalarticle.ukm.my/18945/1/14.pdf http://journalarticle.ukm.my/18945/ https://www.ukm.my/jkukm/volume-334-2021/ |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Dynamic analytical modeling of horizontal outline turn of T-girder simply supported bridge
by: Naser, Ali Fadhil
Published: (2021) -
Aspects of analysis of simply supported bridge decks
by: Mohmad, Munirah
Published: (2012) -
Scour investigation around multiple bridge piers
by: Ismail, Zulhilmi
Published: (2001) -
Local scour at wide bridge piers
by: Ahmad, Nordila, et al.
Published: (2014) -
The effect of creep on prestressed simply supported and integral bridge beams
by: Omar, Mohd. Fairuz
Published: (2009)