Royal Plaza Hotel, Thailand

Slides:



Advertisements
Similar presentations
An-Najah National University
Advertisements

Chp12- Footings.
Lecture 9 - Flexure June 20, 2003 CVEN 444.
We are reviewing Chapt. 1&2 and we assigned Chapt. 3 & 4 for
The Hyatt Regency walkway collapse
Mechanics of materials ** progressive collapse **  The term progressive collapse is defined as the collapse of all or a.
Main Functions of Buildings 4 Provide a safe and comfortable environment for work and rest. (Protect us from wind, rain and the wild animals) 4 Two types.
CEA UNIT 3 TERMS & DEFINITIONS. BEAM A structural member, usually horizontal, that carries a load that is applied transverse to its length.
Mr. Williams – Grade 7 Science
Table of Contents Unit 1- Understand the Problem Unit 2- Gather Information Unit 3- Develop Solutions Unit 4- Implement A Solution Unit 5- Test and Evaluate.
2E4: SOLIDS & STRUCTURES Lecture 16 Dr. Bidisha Ghosh Notes: lids & Structures.
Contents : Introduction. Rapid Visual Screening.
Foundation Systems.
THIS IS WITH Carlin Bright Purpose Types of Foundations WallsMiscellaneousPast Units
UTAH COAL MINE COLLAPSE By Iona Evans & Jonathan Price.
SCEC Annual Meeting - ITR 09/17/ Izmit Earthquake August 17, 3:02am, 1999 Mw 7.4 Mw earthquake: >18,000 fatalities >300,000 homeless.
Exceptional Loadings / Robustness June 14, 2002 Volos A.M. (Nol) Gresnigt Delft University of Technology The Netherlands.
Reinforced Concrete Design II
Office of Research and Engineering Finite Element Analysis Carl R. Schultheisz.
Lesson 1 Scientific Inquiry Lesson 2 Measurement and Scientific Tools
 Discipline dealing with the art or science of applying scientific knowledge to practical problems  Examples:  building skyscrapers  jet planes 
Reinforced Concrete Design
Prepared By: Mohammed wafiq omer Mahmoud hammad Abd Algani Sami Malath omair An-Najah National University Faculty of Engineering Civil Engineering Department.
This presentation is for illustrative and general educational purposes only and is not intended to substitute for the official MSHA Investigation Report.
University of Palestine
©Teaching Resource in Design of Steel Structures IIT Madras, SERC Madras, Anna Univ., INSDAG 1 COMPOSITE FLOORS - II.
There are 18 questions on this test: Safety Margins – Questions 1 – 8 Strengthening Materials – Questions 9 – 13 Evaluating Design – Questions 14 – 18.
An-Najah National University Faculty of Engineering Civil Engineering Department.
Building Fun You will have 30 minutes to build the strongest structures you can with only the materials you are provided with. Explain to the class the.
The Quebec Bridge Failures. Design considerations History: What happened? The day of the collapse Factors contributing to the failure Conclusion The Iron.
CIVIL ENGINEERING. Civil engineering work includes: dams embankments motorways bridges buildings cuttings quarries tunnels mines All these need to take.
Ronan Point Collapse Group 1: Gareth Nolan James O’Brien Jennie Quigley Laura Woodbyrne.
Group 3 Leonard Doyle Mairead Ní Choine David Kettle Robin Linsay.
Hartford Civic Arena Roof Collapse
Machine Design I (MCE-C 203) Mechatronics Dept., Faculty of Engineering, Fayoum University Dr. Ahmed Salah Abou Taleb Lecturer, Mechanical Engineering.
The Royal Plaza Hotel Collapse. Background on Collapse  Collapsed Friday 13 th August 1993 at 10:10 a.m.  The collapse took less than 10 seconds! 
The four basic types of structures are :
Engineering I – Statics. Test the Strength of Structural Members To design a structure, an engineer must be able to determine the strengths of the structural.
BEARING CAPACITY OF SOIL Session 3 – 4
Kansas City Hyatt Regency Walkway Collapse By: Ian Thompson Stephen Conlon David Martin Laura Devane.
Ronan Point Collapse Group 1:John Mulhaire David Hatch David Hatch Rob Patterson Rob Patterson Robert Morgan Robert Morgan.
Structural Loads.
Leads Institute of Technology & Engineering Subject Code : Name Of Subject :Building Construction Name of Unit : Soil Foundation Topic : Bearing.
GLE/CEE 330: Soil Mechanics Introduction to Foundation Engineering
BUILDING CONSTRUCTION ( ). 1. BHOL SUFIYAN [ ] 2. CHAVDA KRUNAL [ ] YEAR: 2 ND SEM: 3 RD CIVIL ENGINEERING DEPARTMENT PRESENTED.
Royal Plaza Hotel Korat, Thailand
Ronan Point Disaster 1968 Group 1 Presentation.
1 ROAD & BRIDGE RESEARCH INSTITUTE WARSAW Juliusz Cieśla ASSESSSMENT OF PRESTRESSING FORCE IN PRESTRESSED CONCRETE BRIDGE SPANS.
STRUCTURAL FAILURES AND COLLAPSES Toni Kekki / NKUAS.
CONTEXT: AMAZING NATURE Earthquakes: Rocking and Rolling.
INTRODUCTION Due to Industrial revolution metro cities are getting very thickly populated and availability of land goes on decreasing. Due to which multistory.
Royal Plaza Hotel Collapse Thailand Group 24. Summary on Collapse Collapsed on Fri 13th August 1993 in less than 10 seconds 379 people in the Hotel were.
Review of Indian Seismic Codes
Bridge disasters.
Design of an integrated 5-Star Hotel
Principles of Architecture & Construction
An-Najah National University Faculty of Engineering
Analysis of Structures
1.6 Allowable Stress Allowable Load < Failure Load
Spread Footing Design for Columns
Machine Design What is the importance of Machine Design for engineers? What is Machine Design? Creation of new and better machines AND Improving existing.
Foundations in Low-Rise Construction (up to 3 floors)
CIVIL WORKS CONSTRUCTION TECHNOLOGY 2017/18
Modified Mercalli Intensity Scale (MMI): describes intensity of earthquake using observed effects at 12 different levels.
Topic 4 – Forces, Loads and Stresses
STRUCTURAL FAILURES-CAUSES AND REMEDIES:
Supervisor: Dr. Mahmoud Dweikat.
Spread Footing Design for Columns
Faculty of Engineering Civil Engineering Department
Spread Footing Design for Columns
Presentation transcript:

Royal Plaza Hotel, Thailand Presentation 27th Oct 2006

Background Collapse of Hotel Building occurred on Fri 13th August 1993 From initial failure to total collapse < 10 seconds 379 people in the Hotel buried, 137 killed and 227 badly injured This incident led to a major investigation in Thailand

Structural Background The structure originally designed to be 3 above ground (+ 1 underground) stories high Structure was modified in 1990 with the addition of 3 extra floors No record of added column or foundation strength being added during modifications Soil bearing capacity was tested This did not take into account the fact the load bearing structure within the building itself was insufficient to carry additional loading

An uncommon collapse Most building collapses occur during or just after construction In the Plaza Hotel case collapse happened 3 yrs after major modifications!! Most building collapses after a long period of use were caused by unexpected forces of nature (earthquakes floods, etc) This was not the case in this situation

Findings of the Investigation Addition of 3 floors of dead and live loads over the same set of columns reduced original F.O.S to almost zero The extent to which the original structure would have been over engineered may explain the delay between modifications and final failure Columns carried dead load of 70-80% of strength capacity, leading to development of microcracks which in turn lead to creep deformation “Progressive Failure” – failure of 1 column increased load on the other columns, causing sudden failure

Tests Conducted Tests of concrete Strength- no deficiency, compressive strength 10-15 Mpa Test of Rebars-conformed to standards Soil Test-bearing capacity sufficient for foundation even after the modification

Lessons learned The desire for profit from investors lead to poor safety standards being enforced Engineers work need to be closely scrutinised and checked by independent consultants during design and construction When a doctor makes a mistake, he kills one; when an engineer makes a mistake, he kills many (AIT Thailand)

Remedial measures taken Safety Review undertaken by Thailand universities, of more than 218 buildings Professional Engineers registration more tightly controlled Setting up of Indemnity insurance system Design of public buildings must be cross-checked and jointly reviewed by third-party engineer

End of presentation Sum up Any questions?