02715nas a2200289 a 450000500170000000800410001703500150005810000210007324500570009426000670015130000230021849000270024150001700026850200590043852014080049765000240190565000370192965000320196670000370199870000350203570000490207070000530211971000640217271000650223681000590230185600650236020260818155526.0220211 2020    th uu m rtt   0|  a1eng    a.b123790131 aGhani, Muqtadir 10aModeling of flexural-dominated composite shear walls  aPathum Thani, Thailand :bAsian Institute of Technology,c2020  a84 leaves :bill. 1 aThesis ;vno. ST-20-06  aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Structural Engineering, School of Engineering and Technology  aThesis (M. Eng.) - Asian Institute of Technology, 2020  aComposite Shear Wall is being used across the world to achieve better performing shear  walls compared to the conventional Reinforced concrete shear wall. With the  advancements of new types of composite shear walls, the application into industry  involves generation of modeling technique able to predict the behavior of the wall. An  experiment of steel encased composite shear wall was set as a basis for modeling of  composite shear wall.  Three types of modeling techniques were generated for modeling of composite shear  wall on SAP2000 i.e. Layered shell element with shell boundary element, layered shell  element with line boundary element and a single column approach. The modeling is  done in two phases and with each modeling phase, the methodology is generated to apply the modelling technique on composite shear walls. The first phase focuses on the  general behavior of the composite shear wall whereas the second phase focuses on each  individual methodology under study.  The global and local behavior of the wall is studied for each of the composite shear wall  modeling technique. Being able to predict the global and local behavior to an extent,  the Layered shell element with shell boundary element was suggested for local behavior  and Layered shell element with line boundary element for global behavior whereas the  single column approach managed to predict till peak strength.  0aComposite materials 0aShear wallsxMaterialsxTesting  0aSAP2000 (Computer program) 0 aPennung Warnitchai,eChairperson1 aAnwar, Naveed,eCo-Chairperson0 aThanakorn Pheeraphan,eExamination Committee0 aRaktipong Sahamitmongkol,eExamination Committee2 aComputer and Structures Inc. (CSI), USA,eScholarship Donor2 aAsian Institute of Technology Fellowship,eScholarship Donor2 aAsian Institute of Technology.tThesis ;vno. ST-20-06  3Full-Textuhttp://203.159.5.9/ait-thesis/detail.php?q=B15724