Access the full text.
Sign up today, get DeepDyve free for 14 days.
Gyeong-Seon Yeom, Tomoaki Nakamura, N. Mizutani (2009)
Collision Analysis of Container Drifted by Runup Tsunami Using Drift Collision Coupled ModelJournal of disaster research, 4
H. Ko, D. Cox, H. Riggs, Clay Naito (2015)
Hydraulic Experiments on Impact Forces from Tsunami-Driven DebrisJournal of Waterway Port Coastal and Ocean Engineering-asce, 141
M. Madurapperuma, A. Wijeyewickrema (2013)
Response of reinforced concrete columns impacted by tsunami dispersed 20′ and 40′ shipping containersEngineering Structures, 56
K. Paczkowski, H. Riggs, Clay Naito, A. Lehmann (2012)
A one-dimensional model for impact forces resulting from high mass, low velocity debrisStructural Engineering and Mechanics, 42
E. Khowitar, H. Riggs, M. Kobayashi (2014)
Beam Response to Longitudinal Impact by a PoleJournal of Engineering Mechanics-asce, 140
P. Aghl, Clay Naito, H. Riggs (2014)
An experimental study of demands resulting from in-air impact of debris
J. Biggs (1964)
Introduction to Structural Dynamics
A. Chopra (1995)
Dynamics of Structures: Theory and Applications to Earthquake Engineering
(2007)
Earthquake Spectra 28(S1): 215–243
I. Robertson, G. Chock, J. Morla (2012)
Structural Analysis of Selected Failures Caused by the 27 February 2010 Chile TsunamiEarthquake Spectra, 28
W. Abramowicz, N. Jones (1986)
Dynamic progressive buckling of circular and square tubesInternational Journal of Impact Engineering, 4
P. Aghl, Clay Naito, H. Riggs (2015)
Effect of nonstructural mass on debris impact demands: Experimental and simulation studiesEngineering Structures, 88
P. Aghl, Clay Naito, H. Riggs (2015)
Estimation of demands resulting from inelastic axial impact of steel debrisEngineering Structures, 82
Clay Naito, Christina Cercone, H. Riggs, D. Cox (2014)
Procedure for Site Assessment of the Potential for Tsunami Debris ImpactJournal of Waterway Port Coastal and Ocean Engineering-asce, 140
H. Riggs, D. Cox, Clay Naito, M. Kobayashi, P. Aghl, H. Ko, E. Khowitar (2014)
Experimental and Analytical Study of Water-Driven Debris Impact Forces on StructuresJournal of Offshore Mechanics and Arctic Engineering-transactions of The Asme, 136
E. Khowitar, H. Riggs, M. Kobayashi (2016)
Transverse Impact of a Horizontal Beam on a Vertical ColumnJournal of Engineering Mechanics-asce, 142
I. Robertson, H. Riggs, S. Yim, Y. Young (2007)
Lessons from Hurricane Katrina Storm Surge on Bridges and BuildingsJournal of Waterway Port Coastal and Ocean Engineering-asce, 133
(2011)
The Tohoku, Japan, Tsunami of March 11, 2011: Effects on Structures
P. Aghl, Clay Naito, H. Riggs (2014)
Full-Scale Experimental Study of Impact Demands Resulting from High Mass, Low Velocity DebrisJournal of Structural Engineering-asce, 140
A. Como, H. Mahmoud (2013)
Numerical evaluation of tsunami debris impact loading on wooden structural wallsEngineering Structures, 56
R. Haehnel, S. Daly (2004)
Maximum Impact Force of Woody Debris on Floodplain StructuresJournal of Hydraulic Engineering, 130
Gregory Nagel, D. Thambiratnam (2004)
A numerical study on the impact response and energy absorption of tapered thin-walled tubesInternational Journal of Mechanical Sciences, 46
P. Aghl, Clay Naito, H. Riggs (2014)
Investigating the Effect of Nonstructural Mass on Impact Forces from Elastic Debris
S. Fraser, A. Raby, A. Pomonis, K. Goda, S. Chian, J. Macabuag, M. Offord, Keiko Saito, P. Sammonds (2013)
Tsunami damage to coastal defences and buildings in the March 11th 2011 Mw9.0 Great East Japan earthquake and tsunamiBulletin of Earthquake Engineering, 11
Debris impact forces generated during floods, tsunamis, and hurricane storm surges can contribute to severe structural damage. Proper estimation of debris impact forces is critical to design the structures to resist typical water-borne debris. In previous work, the force demands from axial debris impact were experimentally and analytically assessed. This study characterizes the impact force demands generated during transverse debris impact on structures and develops simplified models that can estimate impact force and duration accurately. An experimental study was conducted on a full-scale standard shipping container, steel tube, and solid bar subjected to transverse impact. Numerical models of the transverse members are also developed to evaluate the impact demands during relatively high impact velocities. Simplified analytical models are developed and validated with data from impact experiments and simulated results. The simplified models to predict impact demands from debris under both elastic and inelastic responses are shown to be quite accurate. Moreover, the results show that impact forces estimated by current design guidelines are not accurate.
Advances in Structural Engineering – SAGE
Published: Aug 1, 2016
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.