A Simple One-dimensional Model of Collapse of Some Tall Buildings
نویسنده
چکیده
We develop one-dimensional model of an avalanche to examine the destruction of World Trade Center (WTC) 2 on September 11, 2001, after the building was hit by an airplane. Its main ingredient is the way the building opposes the progress of the avalanche, which is expressed in terms of a reaction force R at the location of the collapse front (a moving interface between the building and the avalanche). We consider three realistic functional forms of R: (i), the uniform reaction where R = r ·M · g, with M being the total mass of the building, g being the Earth’s gravity, and r being a constant independent of position; (ii), the uniform safety, where R = s · m(Y ) · g, with m(Y ) being the mass of the avalanche, the bottom of which is at the position Y = Y (t), and s being a constant independent of position; (iii), the uniform collapse where R = r ·M · g + s ·m(Y ) · g. In each case the collapse model results in an ordinary differential equation (ODE) of the second degree. We choose the necessary initial and final conditions for the ODE as follows: as the position where collapse starts we take the top floor of the impact area, while the initial velocity of the avalanche is zero. To simplify our analysis we assume that the impacted floors have sustained maximal damage so we set R ≡ 0 therein, while for the floors below, the functional form of R is one of the above three. We numerically solve the models to find for what values of parameters r or s, or both, the total collapse times are equal to the measured total collapse time of WTC 2 of Tc = 11 sec: r ≃ 0.1 in the uniform reaction; s ≃ 0.22 in the uniform safety; and r/0.1 + s/0.22 ≃ 1 in the uniform collapse model. For comparison, r = 1, s = 1, and r + s ≥ 1, are the minimal values that building must have in order to be standing, absent any other strain, in the uniform reaction, the uniform safety, and the uniform collapse models, respectively. The realistic estimate for WTC 2 is (rWTC , sWTC) ≃ (0.1, 1.4), in the uniform collapse model. Based on the magnitude of this discrepancy we surmise that the collapse of WTC 2 was inconsequential to the damage sustained by the airplane impact. Rather, the collapse of the building was caused by a wave of massive destruction (WMD) which propagated through the building moments before the avalanche started, and in the wake of which the avalanche actually developed.
منابع مشابه
A Simple Approach to Static Analysis of Tall Buildings with a Combined Tube-in-tube and Outrigger-belt Truss System Subjected to Lateral Loading
In this paper, an efficient technique is presented for static analysis of tall buildings with combined tube-in-tube and outrigger-belt truss system while considering shear lag effects. In the process of replacing the discrete structure with an elastically equivalent continuous one, the structure is modeled as two parallel cantilevered flexural-shear beams that are constrained at the outrigger-b...
متن کاملInvestigation of the Progressive Collapse Potential in Steel Buildings with Composite Floor System
Abnormal loads due to natural events, implementation errors and some other issues can lead to occurrence of progressive collapse in structures. Most of the past researches consist of 2- Dimensional (2D) models of steel frames without consideration of the floor system effects, which reduces the accuracy of the modeling. While employing a 3-Dimensional (3D) model and modeling the concrete slab sy...
متن کاملAnalysis of Tall Buildings with Bundled Tube System Subjected to Wind and Earthquake loads
At present, the tubular structural systems are mainly used in tall buildings to withstand earthquake loads. Although it is possible to analyse the structure by finite element methods using standard three dimensional programs, the system is generally time-consuming and expensive in the primary design work. In this paper, for the analysis of Framed-Tube systems, a simple method was studied and de...
متن کاملAnalysis of Tall Buildings with Bundled Tube System Subjected to Wind and Earthquake loads
At present, the tubular structural systems are mainly used in tall buildings to withstand earthquake loads. Although it is possible to analyse the structure by finite element methods using standard three dimensional programs, the system is generally time-consuming and expensive in the primary design work. In this paper, for the analysis of Framed-Tube systems, a simple method was studied and de...
متن کاملMechanism of Collapse of Tall Steel Moment Frame Buildings Under Earthquake Excitation
We expound on the nature of collapse of one class of tall buildings (steel moment frame buildings) under earthquake excitation. Using a parametric analysis of a couple of index buildings subjected to idealized ground motion histories, we establish the ground motion features that cause collapse in these structures. Systematically mapping damage localization patterns, we track the evolution of th...
متن کاملThe Effect of Local Damage on Energy Absorption of Steel Frame Buildings During Earthquake
Progressive collapse is a kind of failure in which whole or large part of a structure collapse when a local damage occurs and distributes to other parts. Many researchers focus on the column removal analysis and study of the structure behavior under effect of gravity loads, so these investigations are mostly carried out on the tall building. Earthquake inspections indicate structural element ca...
متن کامل