ICCIM 2019The rapid advance of technology brings tremendous change and its impacts are upon every nation in the world. The fourth industrial industry will profoundly alter how things work and Civil Engineering too will advance from the current state. Stakeholders of Civil Engineering such as academicians, researchers, engineers, and policymakers must be ready to adapt and to progress in different mindsets of societies, different engineering method, different demand of infras. Tructures and different policies. Therefore, Civil Engineering Undergraduate Program of Universitas Tarumanagara will hold The First International Conference of Construction, Infrastructure, and Materials (ICCIM) to provide the international platform for professionals of their expertise to share the information about the state of art of Civil Engineering.
Bagi Mahasiswa Teknik Sipil, memiliki Referensi Buku Teknik Sipil merupakan hal yang wajib, namun terkadang untuk memiliki semua Buku Teknik Sipil itu tidak mudah. Karena bukan tidak tersedianya buku, namun kadang kita dihadapkan pada persoalan biaya untuk memiliki Buku Teknik Sipil tersebut.
By having a better understanding of the current state and by establishing firm collaboration with each other, Civil Engineering stakeholders will be more prepared to thrive in perpetually progressing civilization.The theme of The First International Conference of Construction, Infrastructure, and Materials is Towards the Future of Civil Engineering Roles to Progressive Infrastructures Worldwide. The prospective participants are welcomed to submit papers with the following subjects:. Structural Engineering;. Construction Materials;.
Geotechnical Engineering;. Transportation System and Engineering;. Construction Management;. Water Resources Engineering; and. Infrastructure Development.All accepted papers will be published online in Proceeding that further will be submitted to be reviewed and indexed by SCOPUS.
The 3rd International Conference on EarthquakeEngineering and Disaster MitigationAdvancing Science & Technology forPreparedness & Mitigation of Earthquake DisasterMany strong earthquakes have occurred globally and caused many casualties and damages on the infrastructures and lifeline facilities. Learning from these disasters, a lot of advances in science and technology have been developed to provide a safer living environment for humanity.
This conference aims to provid. E an opportunity to share the most recent findings related to earthquake engineering. It will highlight research in engineering field to the disaster mitigation policy. It is hoped that this conference will be fruitful to disseminate these technologies to safeguard against earthquake hazard and to promote risk reduction efforts worldwide.Website.
The International Conference on Sustainable Concrete Technology and Concrete Show, with this year topic on 'Advancing Concrete Technology through the Introduction of Green High Performance Concrete to Support Our Future Sustainability,' will be staged on 16-17 October 2014 at Jakarta International Expo, Jakarta, Indonesia. The international conference will be jointly organized by the UBM, ACI Indonesia Chapter, and Indonesian Concrete Institute.
For details, kindly download the attached flyer and visit the website. THE 5th ASIA CONFERENCE ON EARTHQUAKE ENGINEERING (5ACEE), 16-18 OCTOBER 2014, HOWARD INTERNATIONAL HOUSE, TAIPEI, TAIWANThe Fifth Asia Conference on Earthquake Engineering (5ACEE) will be held at Howard International House in Taipei, Taiwan from October 16 (Thursday) to 18 (Saturday), 2014 with the theme 'Earthquake Engineering for Resilient Communities'. This conference will be jointly organized by the National Center for Research on Earthquake Engineering (NCREE) and the. National Taiwan University (NTU). 5ACEE will provide an excellent forum to bring together researchers, professionals, engineers, scientists and academics to promote and exchange new ideas and experiences in the field of earthquake engineering.Considering the serious near-fault seismic disaster observed during the 1999 Chi-Chi Earthquake, NCREE is on the way to setting up a new long-stroke high-velocity shaking table system in a new laboratory of Tainan-branch to develop near-fault seismic resistance technology. The construction of the new laboratory in Tainan will start in 2015 and will hopefully be completed in 2017.
On the first day of the conference, NCREE is going to host a special forum to commemorate the 15th anniversary of the Mw-7.6 Chi-Chi Earthquake. Interested researchers are welcome to join the discussion in the forum and the conclusions will become the basis for planning future research topics. THE 6th INTERNATIONAL CONFERENCE OF ASIAN CONCRETE FEDERATION, 21-24 SEPTEMBER 2014, THE-K SEOUL HOTEL, SEOUL, KOREARecently, countries all over the world are focusing on the rapid development of Asian countries by the fact that Asia is the world largest continent which covers almost 30% of the world landmass and accounts for over 60% of the world population.
In 2010, USGS reported that cement production of Asia was over 70% of the world production. It is obvious that the c.
Onstruction activities have been concentrated in this region. Asian Concrete Federation (ACF) was officially established since 2004 along with the recognition of the growth of the Asian region. It is certain that a tremendous amount of research and practical information as well as new technologies are now spreading within this region. The ACF International Conference has been held every 2 years since 2004 in various countries of Asia and has been well functioned as a regular event for information exchange as well as for many other activities such as technical meetings of related committees and social meetings of participants, etc.
Tentang Prefabricated House Competition.Rumah Pabrikasi dalam kompetisi ini didefinisikan sebagai konstruksi rumah tinggal yang didesain untuk proses pembangunan cepat, dimana Rumah Pabrikasi dalam kompetisi ini didefinisikan sebagai konstruksi rumah tinggal yang didesain untuk proses pembangunan cepat, dimana komponen yang digunakan merupakan hasil desain modular pracetak, serta bahan bangunan lain yang ada di pasaran.Prefabricated House Competition adalah kompetisi perancangan rumah pabrikasi berbasis semen yang diselenggarakan antar institusi akademik. Kompetisi ini terdiri dari tahapan perencanaan & perancangan yang disampaikan dalam bentuk dokumen perencanaan dan perancangan, tahapan review & assessment, tahapan final report dan tahapan pengkonstruksian.
Pak rony saya mau tanya soal K beton, saya mengadakan uji beton untuk sample paving block segi 6 dgn sisi 9,2 cm, tebal 8 cm pada umur 21 hari dan diperoleh angka 305 pada manometer. Setelah saya membaca komen2 diatas saya bingung apakah uji tes paving yg saya gunakan ada guna nya untuk perhitungan K paving???? (krn SNI menggunakan silender dan kubus).
Dan bila bisa dihitung dari hasil test saya tersebut berapa K paving yg diperoleh???? Bagaimana cara perhitungannnya pak??? Mohon pencerahannya pak. A powerful share, I simply given this onto a colleague who was doing just a little analysis on this.
![Buku Buku](/uploads/1/2/5/5/125576022/962022903.jpeg)
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Saya termasuk salah satu Assesor HAKI Komda Riau. Jika Anda ingin mendapatkan gelar Insinyur Profesional (IP) Anda harus seorang engineer Teknik Sipil berpengalaman minimal 2 tahun, kemudian menyusun Kopentensi kerja serta Narasi, kemudian Anda Prtesentasekan dan diuji oleh 3 orang Assesor. Gelar yang bisa diperoleh mulai dari IP (Insinyur Profesional Muda) kemudian IPM (Insinyur Profesional Madya) Dan IPU. Silahkan daftar di HAKI daerah Anda tinggal. Sebagai Engineer, jangan terlalu cepat berprasangka negatif, terimakasih. Assalamualaikum Pak.semoga bapak dalam keadaan sehat selalu.ada yang ingin saya tanyakan pak, untuk menentukan daya dukung pondasi tiang pancang dari pipa baja (steel pile pipe) apakah daya dukung ujung (end bearing point) dari tiang pancang baja tersebut dihitung?
(tiang pancang tidak di isi dengan struktur beton/bukan pondasi bored pile, ketebalan pipa bajanya hanya 6,35 mm)jika diperhitungkan, apakah luas penampang ujung tiang yang digunakan = ((0,25.3.14.Dl^2) – (0,25.3.14.Dd^2))Dl: diamater luar pipa bajaDd: diameter dalam pipa bajaterimakasih. Rizky Ahmad Santoso January 17, 2018 at 8:05 pm Reply EditAssallamualaikum pak saya rizky ahmad dari teknik sipil uir 14, saya mau bertanya pak kenapa tulangan pada sloof/tiebeam tidak dibedakan seperti tulangan pada balok dan ring balok?Waalaikumussalam sdr.
Rizky Ahmad Santosos, Jawabannya: Sloof yang berfungsi sebagai Tie Beam (balok pengikat) bla diperhitungkan sebagai balok pengaku terhadap settlemenet, maka dibuat jumlah tulangan atas dan bawah sama, karena penurunan (settlement yang terjadi itu bisa saja dua arah). Assalamualaikum wr. Wb.Perkenalkan nama saya Damar Pak. Tertarik dengan blog bapak setelah baca-baca blog bapak, walau belum semua saya baca.Jika boleh, saya ingin diskusi Pak terkait dengan foundation uplift test. Di SNI 8460-2017 (Persyaratan Perancangan Geoteknik), untuk foundation uplift test mempunyai batasan deformasi pada 200% pembebanan rencana adalah sebesar deformasi elastik PL/EA+4mm atau maksimum 25mm. (Pasal 9.8.2). Bila pada saat pembebanan 0-175%, deformasi yang terjadi masih di bawah 25mm dan ketika 200% pembebanan tiba-tiba mengalami deformasi lebih dari 25mm, bagaimana kita mengintrepretasi kekuatan pile?
Apakah pile ini dikategorikan gagal? Ataukah bisa dengan mem plot kurva Deformasi – Gaya, kemudian dilihat zona elastisnya ada dimana, atau seperti apa menginterpretasikan kondisi ini ya? Ataukah ada acuan yang harus diikuti untuk mengevaluasi ini?terima kasih, semoga ilmu yang bermanfaat bisa berguna untuk kita semua.salam,. Perkenalkan nama saya Damar Pak.
Tertarik dengan blog bapak setelah baca-baca blog bapak, walau belum semua saya baca.Jika boleh, saya ingin diskusi Pak terkait dengan foundation uplift test. Di SNI 8460-2017 (Persyaratan Perancangan Geoteknik), untuk foundation uplift test mempunyai batasan deformasi pada 200% pembebanan rencana adalah sebesar deformasi elastik PL/EA+4mm atau maksimum 25mm.
(Pasal 9.8.2). Bila pada saat pembebanan 0-175%, deformasi yang terjadi masih di bawah 25mm dan ketika 200% pembebanan tiba-tiba mengalami deformasi lebih dari 25mm, bagaimana kita mengintrepretasi kekuatan pile? Apakah pile ini dikategorikan gagal? Ataukah bisa dengan mem plot kurva Deformasi – Gaya, kemudian dilihat zona elastisnya ada dimana, atau seperti apa menginterpretasikan kondisi ini ya? Ataukah ada acuan yang harus diikuti untuk mengevaluasi ini?Silahkan Shear di sini, Terimakasih Pak Damar.