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Title

SEISMIC BEHAVIOR OF HUNCHBACKED BLOCK-TYPE GRAVITY QUAY WALLS

Year: 1397
COI: ICOPMAS13_069
Language: EnglishView: 253
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Authors

Babak Ebrahimian - Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti University, Tehran, Iran,
Amir R. Zarnousheh Farahani - Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti University, Tehran, Iran
Ali Noorzad - Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti University, Tehran, Iran,

Abstract:

Herein, the seismic behavior of hunchbacked blocktype gravity quay walls is investigated using 2D fully nonlinear dynamic time-history analyses. They take into account material and geometric non-linearities. Both static and seismic conditions are considered. The obtained numerical results are compared with those of 1g shaking table tests [1]. Comparisons are proposed in terms of acceleration, displacement, and total lateral earth pressure time histories across the height of two types of quay walls with different configurations, as shown in Figure 1. Quay wall Type I has a larger hunch than that of Type II.

Paper COI Code

This Paper COI Code is ICOPMAS13_069. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/822103/

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
Ebrahimian, Babak and R. Zarnousheh Farahani, Amir and Noorzad, Ali,1397,SEISMIC BEHAVIOR OF HUNCHBACKED BLOCK-TYPE GRAVITY QUAY WALLS,13 th International Conference on Coastal, Ports and Marine Structures,Tehran,,,https://civilica.com/doc/822103

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Type of center: دانشگاه دولتی
Paper count: 19,327
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