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Pamuda Pudjisuryadi,Andre Halim,Alexander Keith Kandiawan,Benjamin Lumantarna
Pág. 75 - 81
Deficient structures can be strengthened using various methods, and installing damper devices is one of such methods. In this study, effectiveness of Vorspann System Losinger (VSL) Gensui Damper to improve structural performance of deficient building wit...
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Pamuda Pudjisuryadi,Benjamin Lumantarna,Ryan Setiawan,Christian Handoko
Pág. 35 - 40
The recent seismic code SNI 1726-2012 is significantly different compared to the older code SNI 1726-2002. The seismic hazard map was significantly changed and the level of maximum considered earthquake was significantly increased. Therefore, buildings d...
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Pamuda Pudjisuryadi,Benjamin Lumantarna,Tjhai Ferlinda Hermawan,Teddy Tirta Gunawan
Pág. 86 - 90
Buildings designed using older code should be checked against the higher demand required by newer code. In this study, performance of Building T of Petra Christian University, Surabaya, Indonesia, which was designed with older Indonesian Seismic Code (PP...
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Pudjisuryadi P.,Lumantarna B.,Tandya H.,Loka I.
Pág. 19 - 25
Researches have been conducted to study Shearwall-frame combined with belt truss as structural system (SFBT), in which the post-elastic behavior and ductility of this structural system are explored. A 60-story SFBT building, with a ductility set equal to...
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Benjamin Lumantarna,Iksan Gunawan,Eka Wijaya
Pág. pp. 1 - 6
This study is part of an ongoing study on the reliability of static pushover analysis at Petra Christian University. In this study two open frame buildings, five and ten story with re-entrant corner, are designed in accordance with the proposed Indonesia...
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Benjamin Lumantarna
Pág. pp. 24 - 30
In the absence of design earthquake accelerogram, to do time history analysis the Indonesian Seismic code required the use of a minimum of four earthquake accelerograms. This procedure gives some difficulty in research. One possibility is to use a spect...
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