Analisis kinerja struktur merupakan metode analisis pasca elastis yang mana bertujuan untuk mendapatkan besarnya gaya geser dasar dan perpindahan maksimum pada bangunan. Pada paper ini ditampilkan hasil evaluasi gedung telah dibangun dengan sistem rangka terbuka berfungsi sebagai rumah susun empat tingkat didesain berlokasi di Malang, Jawa Timur. Gedung beban gempa berdasarkan respon spektrum d...

This paper compares the target displacement estimate from four current nonlinear static procedures—FEMA-356 CM, ASCE­ 41 CM, ATC-40 CSM, and FEMA-440 CSM—with the value derived from recorded motions of five strongly shaken reinforced concrete buildings.This comparison provides useful insight into two important questions: (1) how much does the target displacement vary among the four nonlinear st...

Abstract Indonesia is located at the confluence of three main tectonic plates which makes it one countries with highest earthquake risk in world. Recorded experiences has showed that cause damage to buildings particularly multi-storey building structures. The purpose this study determine performance level reinforced concrete structures using a performance-based design method based on ATC-40 and...

Tasikmalaya, Jawa Barat merupakan daerah yang rawan terjadi gempa. Oleh karena itu dalam perancangan bangunan perlu memperhitungkan gaya akibat Penggunaan shear wall mampu mengoptimalkan kinerja struktur dengan Gedung Pabrik X didesain menggunakan agar dapat diketahui perilaku dan level strukturnya apabila terkena gempa kemudian dibandingkan gedung tanpa . Dalam analisis respon spektrum pushove...

The femAB operon codes for two nearly identical approximately 50-kDa proteins involved in the formation of the staphylococcal pentaglycine interpeptide bridge. Sequencing and analysis of the femA region of mutants isolated by chemical mutagenesis and selection for lysostaphin resistance revealed point mutations leading to the expression of truncated FemA proteins. These femA mutants, although s...

Seismic screening, evaluation, and rehabilitation design of two existing wood-framed structures are performed using FEMA 154, FEMA 356, ASCE/SEI 31, and the 1997 UBC. FEMA 154 screening demonstrates the importance of examining construction drawings. Plans revealed a structural deficiency, but screening alone indicated no further evaluation is needed. Demand-to-capacity ratios for shear walls an...