شماره ركورد كنفرانس :
2804
عنوان مقاله :
Comparison Behavior of Pile-Supported Wharves under Monotonic and Cyclic Lateral Load
پديدآورندگان :
Bargi Khosrow نويسنده Professor of Civil Engineering, School of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran , Amirabadi Rouhollah نويسنده Civil Engineering Department, School of Civil Engineering, College of Engineering, University of Tehran
كليدواژه :
Monotonic Loading , Cyclic loading , , pile supported wharf
عنوان كنفرانس :
هفتمين همايش بين المللي مهندسي سواحل .بنادر و سازه ه اي دريايي
چكيده فارسي :
Pile supported wharf structures are include a concrete slab which supported on
substructure from some elements including pile and embankment, soil maintenance structure
and other elements. For comparison performance of pile and deck under monotonic and
cyclic lateral loading; pile and deck structure with determined geotechnical and structural
specifications being under increase lateral monotonic and cyclic load. In modeling of
structures, soil-structure interaction was modeled with P-Y curve (Matlock. 1970) and these
structures were taken under different surcharge.
Structures under cyclic load due to small lateral displacement receive to critical state
in comparison with structure under monotonic loading. In addition, those structures with
larger surcharge may tolerate greater lateral deforming under same force.
شماره مدرك كنفرانس :
1842083
