Results 21 to 30 of about 48 (40)

Analisa Sistem Pengaku (Stiffener) pada Gelagar Pelat Girder Penampang - I

open access: yes, 2016
Jembatan merupakan sebuah struktur yang sengaja dibangun untuk menyeberangi jurang atau rintangan seperti sungai, lembah, rel kereta api maupun jalan raya. Jembatan gelagar berdinding penuh (balok girder) merupakan hal yang dibahas dalam tugas akhir ini,
Sipahutar, M. Agus Hanafi
core   +1 more source

Studi Experimental Pengaruh Pengaku Miring Pada Tekuk Torsi Lateral Balok I

open access: yes, 2014
Kemampuan baja memikul beban biasa ditentukan berdasarkan kekuatan dan stabilitas. Kekuatan artinya material baja mencapai kekuatan, yaitu tercapainya tegangan leleh sepenuhnya pada seluruh penampang, yaitu tercapainya momen plastis penampang.
Victor, Victor   +2 more
core   +1 more source

Studi Tekuk Torsi Lateral Pada Balok Kolom dengan Metode Beda Hingga

open access: yes, 2014
Struktur baja, sering kali mempunyai komponen struktur yang memikul beban yangmenimbulkan momen lentur dan gaya aksial tekan yang biasanya disebut balok kolom.
Karta Wijaya, Paulus
core   +1 more source

Studi Efek Kontinuitas Pada Tekuk Torsi Lateral Balok Terlentur

open access: yes, 2014
Steel beams with bending moment, have a kind of instability called lateral torsional buckling. The criticalmoment of a beam depends on its length, distribution of bending moment and on its end condition.
Karta Wijaya, Paulus
core   +1 more source

Studi numerikal tekuk torsi lateral inelastis pada balok castella

open access: yes, 2015
Currently, there is an increasing trend of using castellated beams in steel structure, both in industrial and commercial buildings, including their supporting structures.
Gunawan, Danny
core  

Seismic Design and Risk Analyses of Safe-to-Fail Steel and RC Frames for Nuclear Facilities

open access: yes
In this article, the design and estimate of the collapse risk of safe-to-fail steel and reinforced concrete (RC) frames due to earthquakes were proposed. The frames are part of nuclear facility buildings, and their failures are to follow the safe-to-fail
Mangkoesoebroto, Sindur P.   +1 more
core   +1 more source
Some of the next articles are maybe not open access.

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C Dominguez Hinarejos   +2 more
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