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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,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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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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Djwantoro Hardjito,Benjamin Lumantarna
Obituary: Professor Joseph Andy SoesiloFounder of Jurnal Dimensi - predecessor of Civil Engineering Dimension journal Djwantoro Hardjito & Benjamin Lumantarna | Civil Engineering Dimension May 25, 2015 Professor Joseph Andy Soesilo passed away ...
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Pamuda Pudjisuryadi,Debby Kurnia Dewi,Adi Susanto,Benjamin Lumantarna
Pág. pp. 41 - 46
Previous researches have shown that belt truss could function very well as (virtual) outrigger in the elastic region, the non-linear behaviour of the structural system has not been studied. In this study the performance of a 30 story shearwall-frame-belt...
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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,Steven Steven,David Budiono
Pág. pp. 29 - 38
Inelastic deformation due to creep can cause dramatic change of end moment of beams. In this study the influence of creep to end moments is compared with the ones calculated using direct and sequential load methods. An approximate method using Equivalent...
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Benjamin Lumantarna
Pág. pp. 77 - 82
This paper presents visual application of a finite element program for plane stress and plane strain problems. The elements used in this program are isoparametric triangular (three nodes) and rectangular (four nodes) and subparametric triangular (six nod...
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Takim Andriono,Benjamin Lumantarna
Pág. pp. 116 - 120
This paper introduces RUAUIN and RUAUPLOT as pre and post processors for Ruaumoko: a computer program which can be used as a tool to investigate the seismic behaviour of building structures by conducting inelastic time history analyses. The interactive m...
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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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