Add to ORKGIntake towers are typically tall, hollow, reinforced concrete structures and form entrance to reservoir outlet works. A parametric study on dynamic behavior of circular cylindrical towers can be carried out to study the effect of depth of submergence, wall thickness and slenderness ratio, and also effect on tower considering dynamic analysis for time history function of different soil condition and by Goyal and Chopra accounting interaction effects of added hydrodynamic mass of surrounding and inside water in intake tower of da
SIGLEAvailable from British Library Document Supply Centre-DSC:DXN023185 / BLDSC - British Library D...
The aim of this study is to investigate how Fluid-Structure interaction may be included in numerical...
This study investigated the behavior of ground supported cross-braced steel water towers subjected t...
Intake towers are typically tall, hollow, reinforced concrete structures and form entrance to reserv...
Reinforced concrete intake towers are considered as main hydraulic structures constructed in dams’ r...
A simplified procedure is presented to determine the maximum earthquake forces in intake-outlet towe...
SIGLEAvailable from British Library Document Supply Centre-DSC:DX201541 / BLDSC - British Library Do...
This paper presents results of numerical analysis for the seismic response of hydropower station int...
The aim of this study is to investigate the effects of dam–reservoir interaction on the dynamic resp...
SYNOPSIS. Published guidance on the seismic analysis of reinforced concrete intake/outlet towers is ...
This paper presents a numerical investigation of the seismic response of earth dams by employing res...
Due to the character of the original source materials and the nature of batch digitization, quality ...
The present study focuses on the tower type structures response to the dynamic loads. The study anal...
Structures that are in direct contact with fluid (for example: dams, water tanks, off shore structu...
The seismic analysis of a buttress dam with 73.50 m height is performed by the spectral analysis met...
SIGLEAvailable from British Library Document Supply Centre-DSC:DXN023185 / BLDSC - British Library D...
The aim of this study is to investigate how Fluid-Structure interaction may be included in numerical...
This study investigated the behavior of ground supported cross-braced steel water towers subjected t...
Intake towers are typically tall, hollow, reinforced concrete structures and form entrance to reserv...
Reinforced concrete intake towers are considered as main hydraulic structures constructed in dams’ r...
A simplified procedure is presented to determine the maximum earthquake forces in intake-outlet towe...
SIGLEAvailable from British Library Document Supply Centre-DSC:DX201541 / BLDSC - British Library Do...
This paper presents results of numerical analysis for the seismic response of hydropower station int...
The aim of this study is to investigate the effects of dam–reservoir interaction on the dynamic resp...
SYNOPSIS. Published guidance on the seismic analysis of reinforced concrete intake/outlet towers is ...
This paper presents a numerical investigation of the seismic response of earth dams by employing res...
Due to the character of the original source materials and the nature of batch digitization, quality ...
The present study focuses on the tower type structures response to the dynamic loads. The study anal...
Structures that are in direct contact with fluid (for example: dams, water tanks, off shore structu...
The seismic analysis of a buttress dam with 73.50 m height is performed by the spectral analysis met...
SIGLEAvailable from British Library Document Supply Centre-DSC:DXN023185 / BLDSC - British Library D...
The aim of this study is to investigate how Fluid-Structure interaction may be included in numerical...
This study investigated the behavior of ground supported cross-braced steel water towers subjected t...