SEISMIC RESPONSE EVALUATION OF REINFORCED STRUCTURE WITH EMBEDDED VISCOUS DAMPER IN SHEAR WALL
Published In: INTERNATIONAL CONFERENCE ON ADVANCES IN STRUCTURAL, CIVIL AND ENVIRONMENTAL ENGINEERING
Author(s): FARZAD HEJAZI , MOHD SALEH JAAFAR , ABDILAHI BASHIR OMER , AMIR FATEH
Abstract: Recently implementation of viscous damper devices as seismic energy dissipation attracts a lot of civil engineer interested due to effect of dampers in diminishing of earthquake loading. Furthermore along lateral load resistance systems, shear wall has better resistance performance by providing enough stiffness to the structure. But the overall weight of building is dramatically increased whenever shear walls are used as lateral resistance system. So, in present study an attempt has been made to evaluate seismic response of reinforced concrete structure which is equipped with viscous damper inside of shear walls. So, seismic response assessment carried out by aid of time history analysis and the results emerged in terms of average story displacement, axial force, moment and torsion in critical elements. Various models with different shear wall arrangement and embedded viscous damper layouts were subjected to earthquake excitation and response investigated. The results indicated that th
- Publication Date: 05-May-2013
- DOI: 10.15224/978-981-07-6261-2-88
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EFFECT OF LEACHATE RECIRCULATION ON SETTLEMENT AND LEACHATE GENERATION OF MUNICIPAL SOLID WASTE FROM LANDFILL LYSIMETER
Published In: INTERNATIONAL CONFERENCE ON ADVANCES IN STRUCTURAL, CIVIL AND ENVIRONMENTAL ENGINEERING
Author(s): AGUS PRASETYA , KASAM , SITI SYAMSIAH
Abstract: The objectives of this study are to Determine the settlement and leachate generation from landfill lysimeters of municipal solid waste. Two lysimeters with a diameter and height of 0.70 m and 2.40 m, respectively, were prepared. The lysimeters were operated with and without leachate recirculation. The settlement and leachate generation were quantified every day. The analisys of settlement were used with the hyperbolic fungtion and curve fitting. Based on the experiments it is known that garbage pile settlement in lysimeter conducted leachate recirculation (L-2) shown a greater settlement than lysismeter without recirculation (L-1) either the hiperbolic function and curve fitting. The ultimate settlement (Sult), for L-1 and L-2 use the hiperbolic function determined as 0.487 m, and 0.53 m, respectively. Meanwhile Sult determined use the curve fitting 0,487 m, and 0,53 m for L-1 and L-2 respectively. The lysimeter conducted with recirculation of leachate shew the quantity of leachate gen
- Publication Date: 05-May-2013
- DOI: 10.15224/978-981-07-6261-2-73
- Views: 0
- Downloads: 0