Staff

Rildova


Lektor Kepala

Nama : Ir. Rildova MT,Ph.D.
Kelompok Keahlian : Teknik Lepas Pantai
Sekolah / Fakultas : Fakultas Teknik Sipil dan Lingkungan
Jabatan Fungsional : Lektor Kepala
S1 ITB Bandung Indonesia
S2 ITB Bandung Indonesia 1996
S3 Virginia Polytechnic Institute and State University Virginia Amerika Serikat
  • Smart City (2015)
  • Management Proyek, Dana Kas Operasional Kantor Pengembangan ITB - JICA (DIPA) (2014)
  • Pemanfaatan Sampah Sebagai Bahan Baku pembuatan dan Penyediaan Pupuk Organik dam Rangka Upaya Pemberdayaan Masyarakat dan Peningkatan Produksi Pertanian yang Berkelanjutan di Wilayah Cimenyan (2013)
  • Kajian Karakteristik Elemen-elemen Kritis Bangunan Sederhana Tahan Gempa Tipe Confined Masonry (2009)
  • Wijaya, W., Kusumastuti, D., Suarjana, M., Rildova, Pribadi, K. (2011) Experimental study on wall-frame connection of confined masonry wall, Procedia Engineering, Vol. 14, pp. 2094-2102. DOI: 10.1016/j.proeng.2011.07.263(Internasional)
  • Kusumastuti, D., Rildova (2006) Seismic performance of structures with multiple tuned mass dampers, Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010, pp. 89-94. (Internasional)
  • Rildova, Singh, M.P. (2006) Seismic protection of counterweight-rails in elevators in buildings, Earthquake Engineering and Structural Dynamics, Vol. 35, Issue 3, pp. 385-394. DOI: 10.1002/eqe.521(Internasional)
  • Rildova, Singh, M.P. (2005) Acceleration feedback-based active and semi-active seismic response control of rail-counterweight systems of elevators, Shock and Vibration, Vol. 12, Issue 6, pp. 435-448. (Internasional)
  • Singh, M.P., Rildova, Suarez, L.E. (2004) Non-linear seismic response of the rail-counterweight system in elevators in buildings, Earthquake Engineering and Structural Dynamics, Vol. 33, Issue 2, pp. 249-270. DOI: 10.1002/eqe.347(Internasional)
  • Singh, M.P., Suarez, L.E., Rildova, L. (2002) Seismic response of rail-counterweight systems in elevators, Earthquake Engineering and Structural Dynamics, Vol. 31, Issue 2, pp. 281-303. DOI: 10.1002/eqe.109(Internasional)