NONLINEAR STATIC PUSHOVER ANALYSIS ON TWO STOREY SHOPHOUSE BUILDING WITH CONFINED MASONRY WALLS AND VERIFICATION RESPONSE TOWARDS LATERAL CYCLIC LOADING BASED ON EXPERIMENTS RESULTS OF ONE UNIT MASONRY WALL

• Main Author: GAUTAMA (NIM : 15008033); Pembimbing : Ir. Made Suarjana, M.Sc, Ph.D, KRISHNAMURTI
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/18802
• Institution: Institut Teknologi Bandung

Building system consists of two components, namely masonry walls and portal as a straitjacket, in general, the calculation ignores the structure of power masonry walls so that only calculate the power of an open portal. Shop House which has a characteristic in the absence of columns and masonry on the floor below the center often do not have adequate performance in the hold of the earthquake. Therefore, the required review of the performance of the structure of two-storey shophouse in receiving the earthquake loads. Methods of analysis and interaction with cofined masonry walls has been done, such as by Hwie (2011). <br /> <br /> <br /> This study uses numerical analysis, the model used structural elements of reinforced concrete elements are modeled as beam column joints are capable of forming the plastic on the ends and masonry walls elements are modeled as the link elemen. The analytical method used is a nonlinear static pushover analysis. <br /> <br /> <br /> By using two models, namely models masonry walls and a model without masonry walls, can provide the results of the comparison of load-displacement curve of capacity, building collapse pattern obtained through the formation of the information hinges sequences and give the performance level of the structure. <br /> <br /> <br /> Studies continue to verify the response to lateral cyclic loading based on Wijaya experimental results (2009) in the SNI model of 2847-2002. OpenSees program with BuildingTcl as navigator, able to produce a hysteretic curve come near to experimental results.